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Home My WebLink AboutBP21-293PERMIT # SECTION TYPE OF WORK JOB LOCATION CONTRALTO TCO # FEE DATE INSPECTION RECORD DA E FOOTING Z� FOUNDATION PlooF FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC L]a �Q_ LOW -VOLT �0 ALARM AS BUILT O — FINAL II rL 4=� k�Tf1/C semen / a a Lk 5©5?0 OTHER APPROVALS ARB BOT P8 ZBA OTHER A5- INAL SURVEY REQUIRED PRIOR TO I"INAL INSPECTION ece FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THIS BUILDING MUST BE POSTED WITH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; V FR ' PRIORT0THE ISSUANCE OFA C/09 QUIRED BY NY STATE LAW. � D \��,��j/�� _Q�� y S RE P�� aul ,�s,�y P�� '� 4 2V %2D Z Wo��,��rise LClecica l VILLAGE OF RYE BROOK WESTCHESTM COUNTY, NEW YORK NO: 23-057 Certificate of (occupaucp his is to certify that JC Pue Br-06) k-0, � of, kqe ��d �T 1V y having duly filed an application on -149rd /U 20 requesting a Certificate of Occupancy for the premises known as, &JVy& , Rye Brook,NY, located in a-pu7D Zoning District and shown on the most current Tax Map as Section: �. � Block: Lot: 7 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.a 14 , issued 20 ,?-/, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: -� )r'r-1;;;m/ Construction: for the following purposes: cit Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FAPPROVED SHED BASEMENT NOT FOR USE AS A SEPARATE APARTMENT DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in height shall be made,nor shall the building be moved from one location to another until a permit to accomplish such change has beeg.Abtained from uilding Inspector. APR 2 0 2023 Acting Building Inspector,Village of Rye Brook: Date: [-QyE DR �. 19 tc 4°o J�y t w Q l�yV yuJ.. VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury ,www.ryebrook.ore TRUSTEES ACTING BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M.Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE April 20,2023 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 2 Mulberry Court, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.73 This document certifies that the work done under Mechanical Permit #23-028 issued on 3/6/2023 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, Steven E. Fews Acting Building&Fire Inspector /to O ,U Z < ct� 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES ACTING BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morhno CERTIFICATE OF COMPLIANCE April 20,2023 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 2 Mulberry Court, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.73 Mechanical Permit#21-175 issued on 11/10/2021 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, 41 Steven E. Fews Acting Building& Fire Inspector /to QyE DR 4" tlu . 19 l7 �i•uv V Vy? �' VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES ACTING BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE April 20,2023 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 2 Mulberry Court, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.73 Mechanical Permit#23-006 issued on 1/17/2023 for a New Residential Elevator This certifies that the three story residential hydraulic elevator,installed under the above captioned permit has been satisfactorily completed. Sincerely, Steven E. Fews Acting Building&Fire Inspector /to D [EC EWED R t�'% For office u�,g�nly BUILDING=�JE tTIMENT PERMIT#�''-J 9,3 APR 10 2023 VILLAGE OF RYE OOK ISSUED: - — / 938 KING STREFiT,RYE BROOK)kw YORK 10573 DATE: VILLAGE OF RYE BROOK ' ' '�I BUILDING DEPARTMENT (914.�93 -0Si FEE: ' (a%p— PAID - www,rv�brookore APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION •wwwawa»w w•wwswwswwpwwwwsssussrwwwwwwwws www•swsss•••www sswsassws ww»ws ssr►wwsawwwwwsasgwwsw►w wsswswwww►wwww►awsssww swss• Address: Z 1'Yl4l.&A042V C'OV,,V,- ' ON k 5100 e. 1S 4 1 D53-3 " I D Occupancy/Use: 124S Parcel ID#: 17A .25 ' 1 1 .-43 Zone: 7 U-D Owner: SC �' k,12X L P> fJ k,�S L I.0 A�ress: µ 3 L " rrk PGlko� o w Qs�M P.E./R.A.or Contractor: {�(�1(IG�D01'yi({,tJ'(' Address: T k� 0 3L5 WuPt�IN� Person in responsible charge: �0 W: k 11 p g IN r.�.,,.�,k'M �(lGN L_ Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: W{L 11 A'rn a l k u1-- being duly swom,deposes and says that he/she resides at -3c, W kDOM k4k 0 0 D (Print Name of Applicant) / (No.and Street) in rJ Oe_n ,in the County of �r 1 e- fG( in the State of :r,that (CityiTowro Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S C12 ,�✓�I ZS for the construction or alteration of DIkA L 1 IJ A W ( ri lJ 16 k%% RfKA • Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this I Sworn to before me this day of 02,L , 20 23 day o A 04U ,20 z3 Signature of Property Owner ; Signature of Applicant SARAH A ARNDT ��t c (jJ 11�tr1G SS Notary Public-State of New York tV I L_145 ►�-1��}Z NO.01AR6435014 Print Name of Property Owner Qualified in Putnam County Print amc of Applicant My Commission Expires Jun 21, 2026 GWUr�_ Notary Public Notary Public I„it_I BRC�v� O Zm w � 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 O ASSISTANT BUILDING INSPECTOR (914)939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - --- - - - - - - - - --- ADDRESS: n � � DATE: PERMIT ISSUED: , SECT: 2 BLOCK: LOT: LOCATION: �� OCCUPANCY: 0 VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING 0 INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER BRC�v� O Zm W 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914) 939-5801 - - - - - - - - - - - --- - - - - - - - INSPECTION REPORT - - - - - - - - - - - - --- - - - - -- ADDRESS: u DATE: PERMIT# v�~ ISSUED: tJ -72\ \ �• BLOCK: LOT: i LOCATION: �+ OCCUPANCY: .. 0 VIOLATION NOTED THE WORK IS... ❑ ACCEPTF D REJECTED/REINSPECTION ❑ SITE INSPECIION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING ❑ INSULATION � �e ❑ NATURAL GAS \ [� �i ❑ L.P. GAs l ❑ FUEL TANK J MCA n T eC� <30� 0 FIRE SPRINKLER 0 FINAL PLUMBING 0 FINAL \A ` OTHER r�c -t C)', ! S �yE BRcb o`` tim BUILDING DEPARTMENT ❑BUILDING INSPECTOR ,ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: �v\� Cl DATE: ` `Z%3-22 PERMIT# - 1 ISSUED: 1 I SECT: S BLOCK: LOT: LOCATION: ` OCCUPANCY: L �— ❑ VIOLATION NOTED THE WORK IS... Q ACCEPTED '❑`\REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING l'S " v ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BR • Ik cu � '9a2 BUILDING DEPARTMENT QUILDING INSPECTOR -❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - -- - - - - - - - - - ADDRESS:— V l DATE: Z Z PERMIT# ISSUED:41-317 l SECT: 1 ''7J BLOCK: 1 LOT:` i 3 LOCATION: OCCUPANCY: Z (Z> ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ -ROUGH FRAMING []'INSULATION b NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRC�uk 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK A CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org, - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - - - - - - - - - �v �►2e.� ADDRESS : DATE: 1 PERMIT# ` ISSUED: SECT: I I2�BLOCK: LOT: LOCATION: OCCUPANCY: l ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION F REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑,/UNDERGROUND PLUMBING NOTES ON INSPECTION: JQ ROUGH PLUMBING / ROUGH FRAMING ❑ : INSULATION NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK © FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER d 6 . 0 ƒ ƒ \ �2 � u } � N n k Cz 2 O c } Z .§ k co e Ln cd \ / %§ 2 0 { C % & W & -0 } w 3 d 7 k ON | o � a to c / 0 \ ./U to 4 a 2 E E E BRC��• 198'2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 2-JCSSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - �_ADDRESS • \ �. DATE' PERMIT# ISSUED: 1 e ECT: 2 - l3LOCK:_�LOT: i LOCATION: OCCUPANCY: ` \' ❑ VIOLATION NOTED THE WORK IS... I ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION f REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING :ex-t3- ❑ ROUGH FRAMING ` a ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BR 3 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: ` b i :Z 6-DATE: h PERMIT# .. � ISSUED: SECT: BLOCK: LOT: LOCATION: / �` 1/ O� t-- 4s OCCUPANCY: 2- l ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS jqiQ J _ ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC��, BUILDING DEPARTMENT BUILDING INSPECTOR �j❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - -- - - - - - ADDRESS: V ni DATE: L-2- — Zk 2.5 7 Z SECT• �Z'F•��Gcc/PERMIT# �>�� v ISSUED: -� $LOCK: � LOT: LOCATION: 1 clC—.,. � � f�l R L' OCCUPANCY:Z r J ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER �E BRC��• 1982 BUILDING DEPARTMENT Q BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - -- - -- - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:- - \% �� [ \ DATE: L--3 IDL7--,7 PERMIT# 1�? r� L Z ISSUED: SECT: BLOCK: LOT: LOCATION: N��L- �a-T l S� OCCUPANCY:" ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS -- ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ ,FINAL p OTHER Qyre_BRC��. O� Zm BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.ore - - - - - - - - - - - - - - - - - - - - INSPECTIONREPORT - - - - - - - - - - - - - - - - - --- ADDRESS: DATE: Z Z PERMIT#'!�Z �, ` ISSUED: SECT: BLOCK: LOT: LOCATION: ', '�Jy"L1 g ---,I L C _ L 1 � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑/ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑' UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E akoo� 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑+ CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: 1 v ` \ \l �i 3�C DATE: PERMIT# v� ISSUED: �U SECT: BLOCK: LOT: LOCATION: UC��' �' OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRC��. B • 1982 BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.ore -- - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - -- - --- -- ADDRESS: �� / DATE: PERMIT# �1 1 - y L ISSUED:� SECT: BLOCK: LOT: LOCATION: � �A'�° D/ J I, OCCUPANCY: ZI ❑ VIOLATION NOTED THE WORK IS... ACCEPTED fFl REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED El FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK �y� ❑ FIRE SPRINKLERS ►vni- — � �L— G ,4r1�.4r� �� 3 ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �' QyE BRC�k• O� 2m • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR .`❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - - - - -- - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : \y C DATE: Z1-� PERMIT# ISSUED: SECT. �• BLOCK: LOT. LOCATION: \�` OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS...P ACCEPTED ❑ REJECTED/REINSPECTION ClSITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��. '9a2 BUILDING DEPARTMENT ((['BUILDING INSPECTOR ,`b ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— DATE: 4 PERMIT# ISSUED: ' SECT: BLOCK: LOT: LOCATION: - OCCUPANCY: " ❑ VIOLATION NOTED THE WORK IS... _ ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGjF, � El FOUNDATION �-� ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION r ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK fff-❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.or - - - - - - - - - - - - - ----- - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : y, L2 S _i DATE: PERMIT# J ISSUED: *4ECT: \ `2 BLOCK: t LOT: LOCATION: �V� �" OCCUPANCY: L _ ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER a a s ram+ ft !r t+ r� a Ln � ° wo c F- W� ) °D - 0 I Ln JZ LO W F� G1 O O v4 8 _ 74 eq 00 pi O f� aivua i w M 'z 'z ° V rq Z �' � � I� u � w f V� cn o Q z ui Z ui C7 "" LJ A Z O o. �" y °' ° o w > 1=- Z Ey CL � � c � a o ��z q a a Ul ch m � � W EN 4 a 1 BUILT? RID MENT D E C IEW E V E OF RYE OK 938 KING ET RYE BR ,NY 10573 AUG -2 2021 (914)93 ' : 39-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE,USE ONLY: ,r� ApprovaI [late: {},NOV 1 � \ 21 Permit# ' UC q3 : Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: ; Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee:It 7115-- Permit Fees: 14 1 Z' 51 7-2E-e— O 40 EXTERIOR BUILDING PERMIT APPLICATION [� Application dated:_a c)— t) 1 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: 2 m R I-BkrQ0-, olaer l2glt f3g"L- Nq �[ r k 2. Parcel ID#: 12 i .ZS — I J i .13 Zone: PU D 3. Proposed Improvement(Describe in detail): r-,J k-i P D!`3�`i P �rt1 a\j — 4,1 tJ!, Lk- F*M I !—V IArf`I" ►LN�L17 77u3�Gi.t I, W11t rjrffi5jkb �?AgCMZI, �-tj e 4. r )erty Owner: 6 0 EL �0t�_. �PA�T�€k� f L t' ,l Address: VJhajhM 6ELW 4 I�� O D Gate- 1"Ato STk � wo I"�t �� 1�r1 Fj� 4 f� 7 004 Phone# 914 224--5 a51, cell# 1 ZZ -�tiv e-mail ��lsmG�PD��•� List All Other Properties Owned in Rye Brook: N t Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell# e-mail General Contractor: &CDL 12gt-hgg,-S (. Address: Phone# Cell# e-mail (1) ICU19 5. Occupancy,(1-Faro.,2-Fam.,Commercial.,etc...)Pre-construction: Post conshuction; 6. Area of lot: Square feet: -t Acres: Q 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard: ti right side yard: > left side yard: 5 other: 8. If building is located on a corner lot,which street does it front on: �. Area of proposed building in square feet: Basement: I ' 2p4 fl: �� J and fl: Total Square Footage of the proposed new construction: 11. For additions,total square footage added: Basement: 1 fl: tad fl: Yd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification: 5 e), N.Y.State Use Classification:_ l ��m 1 `� 14. Number of stories: Overall Height: z 1, Z t r Median height: Zq —7 t (f t 15. Basement to be full,or partial: _ t'h 011 A L finished or unfinished: 16. What material is the exterior finish: k miCtJ I IV��'�� - 17. Roof style;peaked,hip,mansard,shed,etc: 120"D ) rt ftT-. Roofing material: A L I- 18. What system of heating: DL,0 k o �i p-r- A 1 IZ 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: ' No: (ifyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets ofdetailed engineered plans) 21. Will the proposed project disturb 400 sq.fl.or more of land,or create 400 sq. ft.or m9re of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (fyes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (tfyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft,of a Wetland as per§245 of Village Code? Yes: No: (tf yes,the area of wetland and the wetland buffer zone must be properly depicted on the sunny&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (ifyes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26, Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: (f yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER II: TIER III: (ifyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property. r �Ct3f S 29. What is the total estimated cost of construction: S - 1�y d Note:The estimated cost shall include all site improvements,labor,material,scaffoldingr}red equipment,professional fe ,in ding any material and labor which may be donated gratis.if the final cost exceeds the estimated cost,andadditional fee will be required prior to issuance of the CIO. I3W Estimated date of completion: � L' -2 1 (2) 1/21/19 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: 7kl�- t-k-q jJWA vs ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he.is the legal owner of the property to which this application pertains, or that (s)he is the k,'JT' for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney.etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention& Building Code, the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this n� Sworn to before me this day of W 20a�_ day of I , 2001 U Signature ofPropedN wner Signature of Applicant Print Marne of Property Owner Print Name of Applicant tary Public otary Public TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK TRISHA MARTINEZ No.01 MA6331843 NOTARY PUBLIC-STATE OF NEW YORK Qualified in Dutchess County No.01 MA6331843 My Commission Expires 10.19-2023 Qualified in Dutchess County My Commission Expires 10-19-2023 (8) 3l21119 i ` p EC ENE BUI ID LD MENT VIL OF RY OOK FEB 2 3 2023 938 KING ET RYE BR ,NY 10573 4 -0 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: 2423 Per 't# Application# Approval Signature: �4 CRITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: ase# M Chairman: b PB Approval Date: Case# Secretary: ry: ZBA Approval Date: Case# Other: Amendment Fee: Permit Fee: A--P��PLICATION TO AMEND APPROVED PLANS Application dated: —off' is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. 1. Job Address: _ y Existing Permit#: �F ( �2- 3 2. Parcel ID#: Zone: Original Approval Date: 6 i 3. Proposed Amendment(Describe in detail): fsXP-) —SlN6tLK 6ORM i LN �TRC�t j ic_,�C C _\-1uwS 4. PrCo erty Owner: SG Wyk�LDUL_�/� I�U�S i LL� Address: kJAZIAM h AUX e �f Wk!. i_2CO LAj S—I'W 325 I WJ411-4 pth t WON ON Phone# 4 14- Z2-Lt 6PS& Cell# `jl+ 22-4' +SdS1y e-mail-TD'.& ILYt��t/yl�P om Applicant: Address: Phone# Cell# e-mail Arch itect/Engineer: Address: Phone# Cell# e-mail 5. Occupancy;(I-Fam.,2-Fam.,Comm.,etc...)Prior to construction: After construction: 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes: No:_(if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:_No: Area: 8/12/2021 Y /8. Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (if yes,you must submit a Site Plan Application,&provide detailed drawings) / 9. Will the proposed amendment require a Steep Slopes Permit as per§213 of Village Code Yes: No: (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 ft of a Wetland as per§245 of Village Code? Yes: No: (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) / 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) /12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No: (ifyes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Ifyes,indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure,and if so,provide such additional footage here. (Please submit additional Bulk Regulation Applic n Pages for review) 115. What is the total added cost of the work associated with the amendment: $ (The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y.State Construction Classification: N.Y.State Use Classification: 14rm I LEI /17. Estimated date of completion:_ 2— 20 -23 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y.State Licensed Professional Engineer&signed by those professionals where indicated.It must also include the notarized signature(s)of the legal owner(s)of the subject property,and the applicant of record in the spaces provided.Any application not properly completed in Its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: !IG�(CJRU(N t7UBNS ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the 1GIJ'r for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations.By signing this application,the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this J (p-�h Sworn to before me this �L Qt v� day of 20 2Z y of 20 L Signature of Property Owner Signature of Applicant 4 )1i,L11AM I/Uii,l-lsAryi 414ptL Print Name of Property Owner Print N e of Applicant A a D,-z�21-- A r o blic - N&a Public 2 SARAH A ARNDT SARAH A ARNDT Notary Public-State of New 'orx NO.01AR6435014 Notary Public-State of New vorx Qualified in Putnam Counr� NO.OIAR6A35014 My Commission Expires Jun 21 2026 Qualified in Putnam County My Commission Expires Jun 21, 2C26 8/12/2021 �O � � W w 00 o0 a u Cn ON a • � A w � U Z � � im w a •-• z � ;, O rn w c ss O �8 • .a U o Q O Z -- W � 14' Z F H z .� O w w N g O � r C7 w o w ' - z Lf) ' N vwi U J 00 CA oc 0.4 00 ` ►� Rdi N Z Z ►.� w to to W v >; o x : ~ w W p O FO a y� zx U w z a 0<C x = 3 6} L}� t #g p � DD�� BUILDING DEPARTMENT VILLAGE OF RYE BROOK AUG - 2 2022 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK 1_ BUILDING DEPARTMENT www.iyebrook.org --� ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 21-293 EP#: Approval Date: AUG 3 1011 Permit Fee: $ � Approval Signature: Other: ******************************** **************************************************************** Application dated, 8-02-22 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. I.Address: 2 Mulberry Court SBL: 129.25-1-1.73 zone: PUD 2.Property owner: SC Rye Brook Partners LLC Address:_5 International Drive Phone#: 914-481-1531 Cell#: 914-761-2500 email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye NY 10580 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino(d)enterpriseelec.com Company Name:_Enterprise Electrical Consulting Address: 3881 Danbury Road Brewster. NY 10509 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage 5.31 Party Electrical Inspection Agency: State Wide Inspection Services, Inc. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to b fore me this Con day of ,20 day of 20 "- Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner ame of Applicant Notary Public No blic SHARI MELILLO Notary Public,State of New York No.O1ME6160063 Qualified In Westchester County 6/232022 Commission Expires January 29,20 L3 STATEWIDE INSPECTION SERVICES, INC. Service Willi Integrity 1:1 Main Street,Fishkiil, NY 12524 1 email:• • 6SWIS • : APPLICATION tel84 1 914.219.1062 • • • Office Use Elect.Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village Zip / Township County Address Cross StreetSectio wiC? C Block/ LIB 7✓3^J Owner Name/Ad/dress(if different than above) -' Contact Number c basement El 1st Fl. Q1nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage t P 3P #Meters #Disconnect ❑Underground ;?New ❑Reconnect a 1 ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information 4 l/>rVG �ta2 5�9i�fCG�t �� 4�S 1 AUG -- 220?�jj VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been Irstaled,you are autlror¢ed to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applcant,owner or authorized agent agrees to al the above terns and conditions as set forth for the application. Inspector Date Finalized Inspector# Company1 / Date Si nature / Na /✓!� / � C- M - �-� 9 its Address o A2d , 3 City/State Zip Code/ , f� O License# — s/ Phone# RDRLam,C � � V " State Wide Inspection Services _ 1080 Main Street I APR 5 2023 DFishkill, NY 12524 a I 845 202-7224 Phone VILLAGE OF RYE BROOK 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com BUILDING DEPARTMENT --- Website: www.swisnv.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Partners LLC PO Box 713 2 Mulberry Court Rye, NY 10580 Rye Brook, NY 10573 Located at: 2 Mulberry Court, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 22-168 129.25 � 1.73 Certificate Number: 2023-2279 Building Permit Number: BP 21-293 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 2 Mulberry Court, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Third Floor,Attic, Garage, and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 5th day of April 2023. Name Quantity Rating Circuit Type Receptacles 78 Switches 59 Incandescent Luminaires 16 LV Under Cabinet Lights 02 LED Recessed Luminaires 83 Range 01 45kW Dishwasher 01 12kW Exhaust Fans 06 Furnaces 02 Electric Heater 01 Dimmers 27 Service Disconnect 01 200AMP Electric Water Heater 01 HVAC Systems 02 Sump Pump 01 Name Quantity Rating Circuit Type TV 04 Phone Jacks 04 Sump Pump 01 GFCI 17 Smoke Detectors 04 Carbon Monoxide Detectors 05 Microwave 01 Refrigerator 01 Disposal 01 Service 01 200AMP Meter 01 Panel 01 Grounding and bonding of service to current codes. //cam-J4/' � •.iJ Officer. Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 r f _ F s 1 N '� t4agoostm to to tot tt;4;4;U(6 to tog to a a ago Ln .. a\ fn a Cn M z Mce cc � � O It m = �n coa � � Z w w� V U W z V A � � x W U O A o o M M ~ u, N z Z NC v : ✓ a ' gz L z wn N cg x$: O V O W Z i� � c = r O a V z , A .w O +, z ce � z � N q W Z W pya =.. c. O d = $ $w = BUILDING DEP MENT DEC - $ 2021 VILLAGE OF RYE OK _ 938 KING S'IREE'r RYE B ,NY 10573 VILLAGE OF RYE BROOK (914)93, 9668 FAX(914)939-5801 _ BUILDING DEPARTMENT WW .Uebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY III,#: 1- EP Approval Date. DEC — 9 242J Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated,11-30-21 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 2 Mulberry Court SBL: 129.25-1-1.730 Zone: Pie D 2.Property Owner: SC Rye Brook Partners,LLC Address:SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 Phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor.agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn ore his day of ,20 day o �- Signature of Property Owner Si ature of Applicant W ylS e7 ,I:F_ . ixt2 Print Name of Property Owner Name of Applicant �_a�lt_�y.)l_ Notary Public N XI : K t{hI'C ILLO Notary Public, S`U,e: of 1•JrwYcri•; C"ia!!:,;':7 :!'I 1"y`i'.,Ic; 1.7r Count'23 Commission Exofl c:3 Ja.nu::-.-,,,1. 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue ax: 91 .7-3596 Elmsford, NY 10523 r MIT NO. TEMP N DATE CITY OR VI rE _ ZJP CODE TOWNSHIP AMW STREET AND N6,6R R NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRE _ HOME TELEPHONE NUMBER CURRENT SUPPLIED BY ° FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE f i BASEMENT `� ! 1"FL. 2'FL. 3' FL VILLA 33E OF YE BROOK 1 r- 7 I.TMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS, INC. IS NOT LISTING.LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW L] ADDITIONAL,'] EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND[-] AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION 'SIGNATURE OF APPLICANT T TELEPHONE N0.707'-71---3 — i ZIP CODE UCENSE NO.WHEN APPLICABLE ''/ N � M try tV o � t� ON w zell M w > p z O o F7CA "1 zth O H r o L �"+ �+ g w O� x z N uwi U �t o W w � Q 0. rA z xco P4 er U z i� � O o U CA• � w a, v, z U0-0 O V W U W H c°lz z W z Al W z � 0*4 � ~ w M o � z x z � 09 z H p w a - , 00 a< V a� O cZ � V z a A a a oc a �D v O w z a oc w e N A a w w 9 a ° � �I a a z w 0 � pCCIEME BUILDING DEPARTMENT JAN 18 2023 ID VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT www yebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 21-293 _ EP#: Approval Date: JAN 3 1 10 3 Permit Fee: $ 170C) Approval Signature: Other: Application dated, 01-12-23 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. LAddress: 2 Mulberry Court SBL: 129.25-1-1 .730 zone:PZ44 2.Property Owner: SC. Rye Brunk Partners Address: 5 International Drive Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address: PO BOX 713 Rye, NY 10580 Lie.#: E-51 Phone#: Cell#: 914-760-5226 email: dfortino O- enterpriseelec.com Company Name: Enterprise Electrical Consulting Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new elevator access for 3 floors 5.3rd Party Electrical Inspection Agency: SWIS STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this _ Sworn re met 6 day of ,20 day of r Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner I'd Name of Applican Notary Public tary Public SHARI MEULLO _•tary Public,State of New York No.01ME6160063 6/23/2022 Qualified In Westchester County mmission Expires January 29,20V STATE WIDE INSPECTION SERVICES, INC. CAO Service Withrntegri�y 0:0 • • SWIS JOB APPLICATION0. • Office Use - - Elect. Permit# Date r Bldg Permit# , `�717 Sq Ft Plumbing Permit# Final Certificate# City/Village F si Zip Building Dept. County Address �� -� r Cross Street Section:." Block Lot Owner Name/Address(If different than above) Contact Number ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven (s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P I 3P # Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation ( JAN 182023 VILLAGE OF RYE BROOK L BUILDING DEPARTMENT ; This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at anytime of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Email Address i= �> I" z Name f 4� License# �'_ C'.% Date r.- Signature Address City/State Zip Code )` i Company t Phone# ." D �� I State Wide Inspection Services C—A�� 1080 Main Street Fishkill, NY 12524 R APR ' 6 2023 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BROOK Email: office@swisny.com Service With Integrity , BUILDING DEPARTMENT Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Partners LLC PO Box 713 2 Mulberry Court Rye, NY 10580 Rye Brook, NY 10573 Located at: 2 Mulberry Court, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-027 129.25 � 1.73 Certificate Number: 2023-2413 Building Permit Number: BP 21-293 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 2 Mulberry Court, Rye Brook, NY 10573 The Elevator was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 5th day of April 2023. Name Quantity Rating Circuit Type Elevator 01 60AMP 2 Pole/3 Floor Officer: Frankel. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. , CV N N t N W w = p. 0 Cn W .a ./ 00h.� ~ N � CIA oz00 Lr) 00 o Ln W 67 ^^ �• N � w o Cn o °° z W z Q wv o � a 00 04 N • , a a w zz � PLO W w H c 00 n in z en 0 V O CL p 1 W 1 x o � IM BUII,DA ODE I � MENTVILISYEBR OK 938 KIN 1 T.RYE B NY 10573 (914)93��9 '68 939-5801 or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: c�? PP C Approval Date: APR 1 8 2022 Permit Fee: S I t D3 Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, a- is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install an or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: 2- MUI l'>pry-q CAv // l+ (_( AUSte.r 86 SBL: h20. a5- I- /, _ 3Zone: PLIP 2.Proposed Work: t'Li2ibi n Q -rn t' h [-y 3,',ei l e T�11 a d /ll tM nra I'7`►'1%S 'C tn+- 3.Property Owner: S kk le. ISCrCL paYiY1e1'C 4--C Address: Wf5�-r- IZ eG( QGLV L.-at S TE 4#3 25 4.vhf t ftounS, Phone#: N lQlpQ�-f /�- -2(Q[- ZSO0 Cell#:_'3/U-Z2y-606& email: �(Uboic [cecv� mcr�av�T 4.Master Plumber: Pay/ 1V'._braS k__u Address: /D!q kT/7*7 M onro-r, M\/ /OR 5 Lic.#: 69 Phone#: &gS-79.3'0(2(o( Cell#: 94/S-783 o(g Q(email: 0 p/c,yVt�i/r�_- Company Name: / /L/ ' Address: 101q (j I7M MQ1)r MY /0gS ti�w INDICATE FIXTURES& INES BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Nawu a Otherx Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement Ist Floor ( Z 2nd Floor 3`d Floor 4'Floor 5'Floor Exterior L 5.*List Other EquipmenVProvide Details: (Notarized Signatures Required Next 2 Pages) -I- �� 3/21/19 �D STATE OF NEW YOM,COUNTY OF WESTCBESTER ) as: Paul Nebrasky ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Plumbing Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 3 ( '. Sworn to before me this day of n GL ,20g2(� day of 'JLL4 I La 20 o-L0 Signatu f erty Owner Signatur of lican Print Name of Property Owner Print Name of Applicant Notary Public 'LA Boyd Notary Pu E Nbk,State of NM Hoek NOA(26646307 in Waltbesta Coa>iaty COW016"Ex ' l'ay 21,2M.20�3 This application must be properly completed in its entirety and trust inclucic the L1VrCn=Ca*6 a MM1U M the legal owner(s)of the subject property, and the applicant of record in the spaces provided.Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01AB6378708 Oualified In Orange County MY Commission Expires 07.30.2022 an_1/19 BUILDING D1J 'ARTMENT D E M W E VILLAGE O.F RY> ;BROOK t it 938 KING S�'TORM,RYE BROd.K, NY 10573 APR 18 2022 (914)939-0668 FAX,(91 )-P39-5801 VILLAGE OF RYE BROOK N�w tiy.h ebrook:orIz BUILDI?JG DEPARTMENT V L_ i.i.ii*xwwwxxxii iiii ei i*it iii*ir iii ie ixxxir�iewxxxxivxx Kirxi.xxx*i��*xiiii iiiexxxi ir�ir iifxii iiF ii ii iiiewirx+k ie iiiiiwii it ie ixixlx ie ie iY AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: x, Jeff Dubois , residing at, 4 West red oak Lane, Suite 325, White Plains, NY 10604 (Print name) (Address%There you li%e) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; Z 1►' IV1 be, y-q Cpu v-� , Rye Brook, NY. (JobA dress) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer fi-om the subject property in accordance with all State, County and Village Codes. (Signanue o Top �cner(s)1 J'�c►�F �i.i..l�3 G/ (Print Nana of Property Owner(s)) Sworn to before me this 3 ( sL�7e _ day of 1,t,1 20 v'Z (Notary Public) Christine A Boyd Notary Pubic,Stale of New York No.OIW6166307 Q"MW in Waicbmw County 3 Comminioo Expita May 21,2 o40,L 3 3/21/19 ' �i Y y N I CL yk i ; w 1( "1 rl w Y Vi r �1 RA Q _ W k M r € a `t _ ci f N LL h i _ C/) csb L � L id z 31 0 o � s _ a..sc YCD Gr do v Fs. N O q , v > a r N ^ � W � � c c A00 00 ob600 1— isA G U oo -V a' � ZZ � m F- a v 1 Z ►.� U aG 8 5 :: L V: z N ,,,,, .�7 o G � 00 = gib ' 4141414a419rofma i44449f4;f41tV4fo.04$4toto$4t: ORra9Aa4C9 446O peas 1A D BUILD,�IY0- �'M ENT JRK VIL1j E OF RY OK NOY 19 2020938 KiNc � 'ET RYE BR ,NY 10573(914)93�-Q�68 Q9 39-5801 VILLAGE OF RYE BWwo BUILDING DEPART APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE tONLY: 9 n Approval Da#.OV 1 0 202 111 a -a MP#: O(1' Application Fee: Approval Signature: Permit Nees:$ Disapproved:_ Other: Application dated: lr- I I_ is hereby made to the Building Inspector ofthe Village of Rye Brook NY for the issuanc a ofa Permit to install a Fire Suppression System as per detailed statement described below. I. Job Address:a MuDa ryjA a ash- ?,je ,,,y fjy Parcel I.D.: -4-5 Y.cme: 2. Proposed System(Describe system in detail including suppression agent): - --- 3. Number&Types of Fire Sprinkler I leads: 54- 4. N.Y State Construction Classification: 51B N.Y.State Use Classification:�3 5. Cost of Installation:$ 1 3l r,QQ (Cost shall include all latwr.materials.fixed equipment.professional fees.and materials and latx)r which may be donated gratis.) 6. Property Owner. S VIC , V�fOOlL par t r,cs Address:SO 44etc �1 cee-t Ptc,,,,j t( i aaot--`aft` --15 Phone# (,51 R)4Qa-5to Cell# email: Applicant: -�,rc_ o-Fc_&:t;o,r�, Address: 15� }��01 p lc. p1o,c M;aatP�nm-�� Or�S} Phone 4 (B Mb3 Cell#(A60)8g3-4'}12. email: C.hec rhn,�ezla7 m�e�r�i c e .op,, Architect/Engineer: Q. W . �u\1��lay. F�.a,r,ee_r�r-, Address: 519 Mair,%htct- �aL�CS�, L'natsn,l,.tt�, oataq-X%O'} Phone#� rja3- 8101� Cell# email:�� General Contractor: L,,r, RC3 D��e loTme w�-c�,ny��Address:3 rr\e-r—or,ns A,unuiC Phone# r -94m_Cell# email: -I- 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE:OF NEN YORK,COUNTY OF WESTCl1ESTE:R ) as: 12-.,4ao ,being duly sworn,deposes and states that he/she is the applicant above named, (priame ol'individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the M..&X- r,,L R +,**A-r-, for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent.attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed, or use conducted at the above captioned property will be in confonnance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention & Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to betbre me this Sworn to beti►re me this day of , 20 day of , 20_1-�-_ Signature oP Property Owner Signature of Appl icant VL wr.�1d& 11"no r%. z _..---- Print Name ot'Property Owner Print Name PApplicant Notary Public NOta u -c MICHAEL SILVA 1%,0TARV 11,,TLIC MY COMMISSION EXPIRES OCT,31,2022 -2- 12.8.16 00 y • N r4 � E • OI M N w � h M M " 2E , a IA oC M a u • Z ^ M-1 O �O O t�i O 3 0 v O. y W �"1 x O w q F" -C W O < � oO � Q � W O y p O 7 ° 6 ° E • Lia � F-i w O (, 0�0 O pA b v u V 4 MCI zF F-1 V \ ... z U Z L a r `o tY z oo �...q w w � = e ca W a O a � wc °' °� va x a a Q N Z Z " eq H w r l! Y+ N 0.4 °3 p O V8w � 222 � � �.. U O U z H N A aW. Z a 0 � ° � H �C�COM� BUILD NG DEPARTMENT 0 VIL E OF RYE BOOK MAR - 6 2023 938 KING ET RYE BRO(No,NY 10573 VILLAGE OF RYE BROOK 4 -0668 BUILDING DEPARTMENT k.or APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: ` ? Approval Date: Permit Fee: $ C90 ODCL Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE 01' PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. ..Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) ¢. Payment ofFees/Unit: RESIDENTIAL=$100.00/unit•COMMERCIAL= $350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or re oval of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. pp ��}} 1. Address: d /M U I p C r -1 SBL:UQ- o75�—�. 7-3 Zone: P U0 2. Property Owner: S(' Yl ig f/e Address: Phone#• Cell#: email: 3. Contractor: T 04 c 1 11('w f—4 Address: Phone#: -Do 3- QJ 3- 4 ']d Cam—Cell#: email: rJ /I r►r. l�y<', Q �� 4. Scope of Work:New Installation(j%'•Replacement( )•Removal( )•Other( ): 5. List Equipment: 61) 'to CA' e, CIA n el 6. Location of Equipment: �A/r r e 7. Method of Installation/Removal(list all equipment needed to perform job): -To I lx1 telJ'1 1/ I/^ 1 1•� Plr t 3/3/2023 STAIIOF NEW YORY,COUNTY OF WESTCHESTER ) as: 114 �4✓r , (> ,being duly sworn,deposes and states that he/she is the applicant above named, (print nam�f mdividua� 1 s► nmg g as the applicant) and further states that(s)he is the Heating,Ventilation and/or Air Conditioning Contractor for the legal owner and is duly authorized to make and file this application. That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this U day of ,20 day of hACL4f C I ,20 X 4 , Signature of Property Owner Signature of plicant Print Name of Property Owner Nalkie of App ' ant 7, ( LA Notary Public otary Public SARAH A ARSOT [,MAY tary Public-State of New York Ho'OIAR6435014 Qualified in Pu neam Co 2 tY ommission Exp This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3/3/2023 N9MSE awmKieff Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 96%AFUE in upflow and horizontal positions, Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C.and cabinet air leakage less than 1.4% at 0.5 in.W.C. when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications(0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420)with accessory (order separately) - - - • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ" primary heat exchanger • Stainless steel secondary heat exchanger lllustrahons and photographs are only representative • High temperature limit control prevents overheating Some product modets may vary. • Direct ignition with Silicon Nitride ignitor • High ual• corrosion-resistant, prepainted steel cabinet 1 . • NING EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe). single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury. air death,and/or property damage. • 24 VAC humidifier terminal&electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35"(889mm)high,for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed Internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is • Innovative knobs for easy door removal and secure installed. Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas, with propane gas conversion kits available • Four position- upflow/downflow/horizontal (left/right) installation E oEgteti • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal applications with accessory (order separately) Fl-ua e+. ^�I • Concentric vent available TJ5 M129EL oFR • Self diagnostics with super bright LED • Slide out heat exchanger and blower assembly LIMITED WARRANTY ,- m „% 9 OAAI— ,�AA• 20 heat exchanger limited warranty• 5 year parts limited warranty - With timely registration,an additional 5 year parts limited , warranty at"I For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Use of"AHRI c.rtteo,M n thM,,. ,.,•n-., wnulactura pa bt omen, e I„.yrnr.i other applications. ;,'fiat na•C.Mk t ,,o , ,t yo ro rww arub+aclr,erg Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow,/Hz Downflow @.5 in.w.c.(125 Pa) Inches(Millimeters) Lbs(Kg) N9MSE0261408 40,000 96.0% 95.0% 400-775 35 x 14-3/1 x 29-1 (889 x 361 x 750) 120(54) 9 0401 1 , 00 96.0 95 0 625-90 x 14 1 x 1/2(889 x 361 x ) 123(55) 9 M S E040171 40.000 96.0 95.0 650-1050 x 1 - x 889 x 445 x 750) 134 1 N9MSE0601410A 60.000 95.5% 9 .0 675-1130 x 14- /16 x -1 (889 x 361 x 750) 127(57 9MSE0601714A 60,000 96.0 95.0% 650.1420 35 x 1 - x -1 889 x 445 x 750) 144(65 N9MSE08017167 80,000 96. 10-16 5 x 1 -1/2 x -1 (889 x 445 x 750) 154(69) 9MS 0802120A 80,000 96.0% 1335-1970 35 x 21 x 2 -1/2(889 x 533 x 750) 162(73) 9 1 14 1 . 00 915-1545 35 x 21 x 29-112 889 x 533 x 750 169(76) 9 1002120 10Q000 —96.0% 9501, 1345-2065 1 35 x 21 x 29-1/2(889 x 533 x 750) 169(76) 9MSE 1202420A 120,000 96.0% 95 011r 1320 10 x 4-1 x -1( x 622 x ) 186(84) 9MSE1402420 140.000 96. 94 4-) 1 1290- 0 x x 29-1,2 889 x 622 x ) 190(86 Speahcatwns are subsea to change wrthout nonce. 440 11 4403 05 12/3/1 8 Performa NXA6 nce Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 1'/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt 1- hase 60 Hz ,° "�- �j►r REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation • Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICEi • Easy Access service valves on all models • External high and low refrigerant service ports I • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins • Coated, weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra protection LIMITED WARRANTY* r, ENER Tud"aGY"as SST � to • 5 year compressor limited warranty , matt w1rh •MoPWe mI =eft Hokwm. POW refnrgerarrt"ge ar a proper m sow are vocal • 5 year parts limited warranty (including compressor and to a'.e' `al°d v " efsve cy nsw;arr„ of ( 9 P � prn jrl chck,ld tollvw th•mm naM,rer s refigermt COII) j r pro"charg y inc atr Arrw asaucpred F erw to wr" Groper Marge and arrsow may radios erwgy etsawxy -With timely registration, an additional 5 year parts limited a" `�"m erx"pr'-ft ne warranty (including compressor and coil) * For owner occupied, residential applications only. See it RAW warranty certificate for complete details and ` US CERTIFIED restrictions, including warranty for other applications. LISTED Use of the AHRI Cerbfied TM Mark indicates a manufacturer s participation m tho program.For w vmcabon of certification for moMdual prooucts. go to www.ahnduectoryorg Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship/Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight Ibs.(kg) NXA618GKA 1 18,000 11 8 20 28-11/16 x 25-3,14 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3116 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 2'. 30,000 16.8 25 32-5/16 x 31-3/16 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 175 30 28-5;16 x 35 x 35 204/ 165 (719 x 889 x 889) (93!75) NXA642GKA 3v 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 �- 317/264 (994 x 889 x 889) (144/ 120) NXA660GKB 5 60,000 324 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) SpeaFcatrons subrect!o Mange without notice 421 11 6201 05 5/17/19 20 0 QO n .. y �i a y W w 11 rr �, fT1 ✓ N n m > W ao -r J C u p Q • W c 3 E a. Ho m W E . A. N N , , 0 �- x E� n + b O cn Ll w Q. co 00 okk rr� a M C Ila qmoo G7 Z C7 arA ' W O N W z ° � y� nv BROOK D BR VILL �� DD BUI MENT �qN 12 2023 938 KING YEbx,NY 10573 914 93 ebrook.or � ) . � VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL. MODIFY AND/ORA REMOVE MECHANICAL E UIPME OFFICE US"T"IQ Permit#: C�0 lJ Building Inspector: Application Fee: • 6 0 Date of Approval: J AN ) 2023 Permit Fee: — Bldg/Use Class: Res. ( ); Comm. ( ); *************************************************************************************** REQUIREMENTS FOR RELEASE OF PERMIT: (A CERTIFICATE of COMPLIANCE 1s REQUIRED To CLOSE OUT Tins PERmrr) 1. Properly Completed& Signed Application. 2.Payment of Application Fee: Residential=$100.00; Commercial=$250.00(fees are non-refundable) 3. Site/Staging Plan as required by the Building Inspector. 4. Sealed Construction/Installation Documents& Specifications as required by the Building Inspector. 5. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder) & Workers Compensation Insurance on a NYS Board form (Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 6.Payment of Permit Fee: Residential=$15.0011000.00 of Construction/Materials Cost with a minimum fee of$100.00. Commercial=$25.00/1000.00 of Construction/Materials Cost with a minimum fee of$275.00. 7. Inspection by Building Department for removal and/or installation. (as hour notice required) 8.Any electrical work requires a separate Electrical Permit and Electrical Inspection. 9.Any gas/plumbing work requires a separate Plumbing Permit and Plumbing Inspection. ************************************************************************************** Application dated, -:?5� is hereby made to the Building Inspector of the Village of Rye Brook,NY,for a permit for the installation,modification,and/or removal of the specific Mechanical Equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with the approved plans,and with all applicable Local,County,State&Federal laws,codes,rules and regulations.. 1.Address: Z Mul6erry 64• Ve Q wk. _ N4 14S73SBL: AD9.,45--/'0 3 Zone: 2.Property Owner: T(3 Address: Phone#: Cell#: email: 3.Contractor: q_ke,-•ham Address: I WSD T" �la.l�yll )\I Joel% Phone#: Cell#: 1 U ICJ` I email: AA.--j 4,)r 4,Applicant: J,.1^„ RA-',eMt8 Address: �� Q� � c.. Phone#: Cell: email: 5. Scope of Work:New Installation •Replacement( )•Removal( )•Other( ) 6.Type of Equipment: -ebt �o.�1e� ty✓�-er 7.Location of Equipment: 8.Cost of Equipment including Installation Cost: $ ��O , G�C• �-h 1 8/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& $wilding Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this 01 day of ,20 day of ,20 �3 Opp Signature of Property Owner S' ature o t 50 \--�1r\ Q\ as01�l�� Print Name of Property Owner t Name of Applicant Notary Public 1Sn61 J? tate of New York No.01ME6160063 Qualified In Westchester County Commission Expires January 29,20-V This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 8/12/2021 ... � JAN 12 2023 jDl VILLAGE OF RYE BROOK BUILDING DEPARTMENT /.. L E VFTOR m a n u f a c t u r I n g company, Inc . P.O. BOX 749, 5191 STUMP ROAD, PLUMSTEADVILLE, PA 18949 PHONE# 215-766-3380, FAX# 215-766-3385, WEBSITE: CUSTOM ELEVATORI NC.CO M ROPED HYDRAULIC RESIDENTIAL ELEVATOR LAYOUT DRAWING SUBMITTAL CUSTOMER: NORTHEAST / CHAMPION ELEVATOR ADDRESS: P.O. BOX 171 STAMFORD, CT 06904 PHONE#: 203-353-0099 FAX#: 203-975-9592 EMAIL: J.BLASCHKEJR@CHAMPION—ELEVATOR.COM CONTACT: JOHN BLASCHKE PROJECT NAME: 2 MULBERRY CT. LOCATION: RYE BROOK, NY CUSTOMER P.O. &/OR REFERENCE#: 31472 01%%kiauulit"o i DRAWN BY: SCOTT GEIGER ``��. OF NFyy PRELIMINARY DATE: 08/16/22 CO; APPROVED BY: XXX " m' APPROVED DATE: XXX O ..0771 A2 RELEASED BY: SCOTT GEIGER '% 9o�FS�,pN�`�.•`�� FINAL DATE: 09/22/22 REVISIONS FINAL REV. DATE DESCRIPTION: 1 09/22/22 FINALS. S.G. JOB NAME: 2 MULBERRY CT. DRAWING NUMBER: NEAST-23834 CONTRACT DATA CHARACTERISTICS: CAPACITY: 750 LBS. OPENINGS: 3 IN—LINE SPEED: 40 F.P.M. TOTAL TRAVEL: 20'-3" LANDINGS: 3 OPERATION: S.A.P.B. EQUIPMENT: MOTOR HORSEPOWER: 3 RPM: 1725 PLUNGER: 2 3/4" / .188 WALL PIECE(S): 1 F.L.A.: 14 L.R.A.: 56 CYLINDER: 4 1/2" / .237 WALL PIECE(S): 1 G.P.M.: 6.2 UP/DOWN OVERTRAVEL: 3" / 5" WORKING PSI: 557 HOIST CABLES: (2) 3/8" DIA. — 6 x 19 RELIEF PSI: 696 GUIDE RAILS: 8 LBS./FT. OIL LINE: 3/4" NOM. SCH. 80 (1.05 O.D., .154 WALL) CAR SAFETY: TYPE "A" OIL REQUIRED: 35 GALS. TYPE: AW68 BUFFERS: RUBBER PIPE RUPTURE VALVE: 3/4" HOISTWAY DOOR LOCKS: E.M.I. CAR CAM: N/A ELECTRICAL: CAR WEIGHTS: MAIN POWER: 220-1-60 HZ — 30 AMP SLING: 210 LBS. MISC.: 90 LBS. LIGHT POWER: 110-1-60 HZ — 15 AMP CAB: 367 LBS. PLUNGER: 90 LBS. SIGNAL VOLTAGE: 24 VDC EMPTY CAR: 667 LBS. EMERGENCY POWER: 110 VAC U.P.S. CAB DESCRIPTION: SIGNAL FIXTURES: 1 -2-3 CAB MODEL: CLASSIC SERIES CAR STATION: FINISH: BRUSHED ST./STL. WALL FINISH: MAPLE VENEER—UNFINISHED ®CALL BUTTONS W/ACK. LIGHTS CEILING TYPE: C-1 ®ALARM SIREN W/PUSH BUTTON CEILING FINISH: MAPLE VENEER—UNFINISHED ® PUSH/PULL EMERGENCY STOP SWITCH CAB LIGHTING: (2) DOWN LIGHTS ®CAR LIGHT ROCKER SWITCH CAB SILL(S): ALUMINUM ® DIGITAL CAR P.I. W/ARROWS HANDRAIL: BRUSHED STAINLESS STEEL — FLAT ® EMERGENCY CAB LIGHTING FINISHED FLOOR: 3/4" (BY OTHERS) ❑KEYED (OPTION) CAR DOOR DESCRIPTION: DOOR TYPE: ACCORDION OPTIONAL: DOOR FINISH: H/W MAPLE—UNFINISHED ® PHONE BOX FINISH: BRUSHED ST./STL. OPERATION: ® MANUAL ❑POWER HALL STATIONS: FINISH: BRUSHED ST./STL. OTHER OPTIONS: ®CALL BUTTON W/ACK. LIGHT yakol pill,a�,, • ®CAR HERE LIGHT PRE—WIRE CAR ONLY (ADJ. MACHINE ROOM) •• Y „ n ❑ KEYED (OPTION) ��;� �,'•.. 's • 6'-0 LONG x 3/4 DIA. HOSE ASSY. W/ 90'S & DBL. SWIVELS • PIT STOP SWITCH • DISCONNECT SWITCH PACKAGE • ADJUSTABLE RAIL BRACKETS • CONTROLLER PROVISIONS FOR E.M.I. LOCKS % P9p/ESc'pNl```�.�` FINAL NORTHEAST / CHAMPION ELEVATOR P.O. BOX 749 5191 STUMP RD.PLUM PROJECT: 2 MULBERRY CT. RYE BROOK, NY PHONE: 215-766 18949 15E, -3380 PRELIMINARY DATE: APPROVED BY FINALL DATE: L E V O T V FAX: 215-766-3385 08/1 6/22 09 22/22 DRAWN BY: S.G. REV. #: DRAWING NUMBER: "' ° " ° ' ° " ° ' ' " 9 ROPED HYDRAULIC �omP°"y. �"c RESIDENTIAL ELEVATOR SCALE: N.T.S. 1 NEAST-23834 PLAN NUMBER: Contract Data REVISIONS REV DATE DESCRIPTION FINAL 4'-9" CLEAR FINISHED HOISTWAY 10" 3'-2" PLATFORM 9" 3'-0" INSIDE CAR v J (NOMINAL) RAIL z 4 1/4" 4 3/4" z z a J 17 N N z HANDRAIL U m: :2I Q w z CK `V m � is J U UN Y Of Z g 0_ w o Y 0 crU m W� J Z CAR OPERATING w m U o PANEL vww N \ O CAR COLUMN 2'-10" CLEAR CAB OPNG. CN 3/4" MAX. z Q HOISTWAY DOOR x m LOCK (TYP.) ACCORDION TYPE CAR GATE � �,•�(� V,I1111UllrrUr u 0 ```� O F NEt'Y'�i�4 0 t 1'-0" 3'-0" WIDE SWING DOOR 9" `�� A j-911. z REF. z ONLY 7, HALL STATION TYP. z* Q s '* - AT ALL FLOORS t rl _ n �• u, GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. FINISHED HOISTWAY MUST CONFORM TO THE DIMENSIONS INDICATED ON LAYOUT HOISTWAY PLAN DRAWINGS. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM �J C SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. (I L-1 / JO) 2. ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 3. ALL BLOCKOUTS FOR HALL BUTTONS MUST BE PROVIDED. LOCATION TO BE P.O. BOX 749 5191 STUMP RD. y.nA PLUMSE L 18949 COORDINATED WITH ELEVATOR CONTRACTOR. j �� l PHONNE:: 215-766-3380 4. KILN DRIED, SOLID CORE, WOOD OR STEEL HOISTWAY DOORS, ENTRANCES, SILLS, "E L E V f%TOR FAX: 215-766-3385 AND ASSOCIATED FRAMING TO BE PROVIDED AND INSTALLED BY THE PURCHASER OR GENERAL CONTRACTOR. DOOR CLOSERS OR SPRING LOADED HINGES ARE " mP; y' '"9 ROPED HYDRAULIC REQUIRED. ALL HOISTWAY DOOR OPENINGS MUST BE PLUMB FROM FLOOR TO FLOOR RESIDENTIAL ELEVATOR WITHIN 1/8" (NO DEVIATIONS). IT IS RECOMMENDED THAT ENTIRE WALL AROUND EACH NORTHEAST / CHAMPION ELEVATOR OPENING BE LEFT OPEN UNTIL ALL HOISTWAY FRAMES/DOORS ARE SET IN PLACE. 5. DISTANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3/4• AND CLEARANCE PROJECT: 2 MULBERRY CT. RYE BROOK, NY BETWEEN HOISTWAY DOOR AND CAR GATE MUST REJECT A 4" DIA. BALL AT ALL POINTS PRELIMINARY DATE: APPROVED BY FINAL DATE: PER ANSI/ASME A17.1-2016 CODE. 08/16/22 09/22/22 6. ALL WALL PATCHING, PAINTING, AND GROUTING BY OTHERS. DRAWN BY: S.G. REV. #:JDRAWING NUMBER: 7. FINISHED CAB FLOORING IS TO BE FURNISHED AND INSTALLED BY OTHERS. SCALE: N.T.S. 1 NEAST-23834 PLAN NUMBER: IL-1-750 PAGE 3 OF 7 GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS Q 1.A FINISHED HOISTWAY GUARANTEED PLUMB WITHIN 1/2- FROM TOP TO BOTTOM, AND W CONFORMING TO THE DIMENSIONS INDICATED ON LAYOUT DRAWING PROVIDED. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM SILL TO BEAM ABOVE. INSIDE U SURFACE OF HOISTWAY MUST BE FLUSH. INTERIOR OF HOISTWAY SHOULD BE N FINISHED PRIOR TO INSTALLATION. HOISTWAY DOORS MUST BE PLUMB FROM FLOOR TO x FLOOR WITHIN 1/8- (NO DEVIATIONS). HOISTWAY MUST BE CONSTRUCTED IN ACCORDANCE WITH ASME A17.1 AND ALL STATE AND LOCAL BUILDING CODE REQUIREMENTS. Q� 2.WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2" X 12's SPACED AS INDICATED W ON LAYOUT DRAWINGS, AND EXTENDING THE FULL HEIGHT OF THE HOISTWAY ARE RECOMMENDED. W I p F- > 3. FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND V)= O INSTALLED BY THE GENERAL CONTRACTOR. W 4.TOTAL TRAVEL DISTANCE FROM FINISHED BOTTOM FLOOR TO FINISHED TOP FLOOR 0 x I � MUST BE HELD WITHIN 1' OF THAT SHOWN ON LAYOUT DRAWING. J U U 5. OVERHEAD CLEARANCE: (TOP FLOOR TO UNDERSIDE OF HOISTWAY CEILING OR OBSTRUCTION) TO BE MAINTAINED PER THESE LAYOUTS. IF 9'-6- CANNOT BE ACHIEVED, - CONTACT FACTORY FOR ALTERNATE ARRANGEMENT. O I 6.A POURED PR CONFORMING TO THE DIMENSIONS INDICATED ON THE LAYOUT DRAWINGS Y rn MUST BE PROVIDED. THE PIT MUST BE DESIGNED FOR THE IMPACT LOAD INDICATED AND p MUST BE GUARANTEED DRY AND LEVEL FROM WALL TO WALL N I 7.A SUMP PUMP AND SUMP PUMP HOLE WITH COVER IS RECOMMENDED IN THE ELEVATOR PIT WHERE WATER SEEPAGE IS ENCOUNTERED. A RECEPTACLE IS REQUIRED IF A z SUMP PUMP IS FURNISHED. COORDINATE LOCATION WITH ELEVATOR CONTRACTOR. N B.A PIT LIGHT WITH SWITCH IF REQUIRED BY LOCAL CODE. O- 9.ALL SCREENS, RAJUNGS, STEPS, AND LADDERS AS REQUIRED FOR LEGAL HOISTWAY. N I 3 1D.BARRACADES OUTSIDE ALL HOISTWAY OPENINGS FOR PROTECTION SHALL BE PROVIDED \ AND INSTALLED BY GENERAL CONTRACTOR. O I N Z RAIL BRKT. SPACING CHART uj_ Z BRKT. ELEV. FROM PEDESTAL CYL. RAIL Cr p NO. PIT FLOOR BRKT. BRKT. BRKT. = a z 8 LB/FT GUIDE w RAILS REQ'D. m CL 3 a Cl- NO. OF RAIL Z) n 6 29'-B" PCS. LENGTH ui o 0 5 24'-6" 6 10'-0" Ln n 4 19'-4" N Q L 3 14'-4" Li bi 0 0 2 8'-0" co l LANDING LOCATION CHART 0 04 LANDING FRONT REAR SIDE x 3 a o 2 w ZO N 1/llllllilfllfb/ N W z i Go Li = c s M. = U) - �:W - PIT REACT L6 IONS _ ,T �� `Er ON JACK 3675LBS `` ON BUFFERS 4050 LBS w '��'4i,9 `ESSION� ``�` cD p Z 3 STOP HOISTWAY ELEVATION I z W QP.O. BOX 749 5191 STUMP RD. O 15y r 1'1'1 PLUMSTE E, 18949 PHONE:: 21 215-766-3380 010 rl L E VA TOR FAX: 215-766-3385 J 10 v '" • " ° f • c ' ° ' I " e ROPED HYDRAULIC Wow 1 compeny, IncRESIDENTIAL ELEVATOR Ll a J NORTHEAST / CHAMPION ELEVATOR o a PROJECT: 2 MULBERRY CT. RYE BROOK, NY PRELIMINARY DATE: I APPROVED BY FINAL DATE: 08/16/22 09/22/22 DRAWN BY: S.G. REV. #: DRAWING NUMBER: CO SCALE: N.T.S. 1 NEAST-23834 PLAN NUMBER: 3 STOP ELEVATION GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS 3 5�$ INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. 2. WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2" X 12" SPACED Z0 AS INDICATED ON LAYOUT DRAWINGS, AND EXTENDING THE FULL HEIGHT OF THE HOISTWAY ARE RECOMMENDED. 3. FOR MASONRY WALLS, INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. lop 3 FINAL 4) 9/16 oLE5 R1 R2 6G 5L rr � 12 c� NOTE: / BRR> RpI�PpOR�) RAIL BRACKET AND PEDESTAL rr RAIL BASE MOUNTING HARDWARE IS 1 TO BE FURNISHED BY ELEVATOR CONTRACTOR G FIXED RAIL BRACKET (STANDARD) RAIL FORCES R1 71 LBS R2 220 LBS � R3 3,205 LBS ��•�```N OF N6tV 41*,�4 Co r m ® R1 RZ = C1 I b• ct - TIN W 0T7142 RAIL BRACK OPEss"'• la110% ' 16 e Rrs, 9 F ;°N pAp 12) P.O. BOX 749 5191 STUMP RD. P LUMSTEADVILLE, PA189 9 PHONE:2157663385 1 6 80 FA I 6 ��VATOR 1 m • nut • cc ucIn9 ROPED HYDRAULIC gAio company• Inc. RESIDENTIAL ELEVATOR RPILPP0, NORTHEAST / CHAMPION ELEVATOR 5� PROJECT: 2 MULBERRY CT. RYE BROOK, NY �2 PRELIMINARY DATE: APPROVED BY FINAL DATE: ADJUSTABLE RAIL BRACKET 08/16/22 09/22/22 DRAWN BY: S.G. REV. #: DRAWING NUMBER: (OPTIONAL) SCALE: N.T.S. NEAST-23834 PLAN NUMBER: Rail brkts. TYPICAL MACHINE ROOM LAYOUT O TELEPHONE CONNECTION O a N PUMP UNIT (SEE DETAIL FOR SIZES) WITH CONTROLLER at OMET (24"x24"x9' MOUNTED ABOVE P U n 00 N J V) Z o 12 1/2• (#1 TANK) � O of o-0 'T 00 I d v I I O 29 3/4• (#1 TANK) Lr a- II Q Cn I Q U U J U w I I w0� 1) OWN WITH CONTROLLER MOUNTED TO PUMP UNIT. J CAN BE SUPPLIED LOOSE FOR WALL MOUNTING. zo I Q 2) #2 TANK IS USED WHEN TRAVELS EXCEED 50'-0• Z AND FOR 10 HP MOTORS. z I I w�p 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. 3'-6" CLEAR PER I Q NATIONAL ELECTRICAL CODE ILL — — LIGHT SW. & GFI DUPLEX RECEPTACLE MAIN LINE DISCONNECT & CAB LIGHTING DISCONNECT ABOVE 1'-3" 2'-6" MIN. CLEAR 4'-9" RECOMMENDED MINIMUM FINAL �tµunurtrrrra� YO ASME A17.1.RULE 3.19.3.3.1 �,•�• ^�.s,�,9��s FLEXIBLE HOSE AND FITTING ASSEMBLES SHALL NOT BE GENERAL NOTES AND PROVISIONS * INSTALLED WITHIN THE THROUGH AY t- Q s m NOR PROJECT INTO OR THROUGH n x�� = ANY WALL. REQUIRED BY OTHERS = w PIPE HALL AL AND ASSOCIATED A17.1,S SHALL COMPLY WITH ASME A17.1, SECTION 3.19 AND SHALL BE 1. AN ADJACENT MACHINE ROOM BUILT TO CONFORM TO THE LAYOUT DRAWINGS, ••,077Tg2••. t `�� FURNISHED BY THE ELEVATOR N.E.C., ASME A17.1, AND ALL STATE OR LOCAL CODE REQUIREMENTS. IT SHALL �' CONTRACTOR. HAVE SUITABLE ACCESS, A LOCKABLE DOOR, A CONVENIENCE OUTLET, AND i OPESStON�```� LIGHT SWITCH. MACHINE ROOM TEMPERATURE MUST BE MAINTAINED BETWEEN rrrnrrnrrNtt% 60 AND 100 DEGREES FAHRENHEIT. RELATIVE HUMIDITY NOT TO EXCEED 95%. MACHINE ROOM 2. A 220V, SINGLE PHASE, (30 AMP.O 3HP or 60 AMP.O 5HP) SERVICE WITH NEUTRAL TO A LOCKABLE SAFETY DISCONNECT SWITCH, FUSED WITH TIME DELAY FUSES SHALL BE FURNISHED IN THE MACHINE ROOM IN ACCORDANCE WITH N.E.C. A NORMALLY OPEN ELECTRIC INTERLOCK CONTACT IS REQUIRED IN THE ) P.O. BOX 749 5191 STUMP RD. SWITCH FOR BATTERY ISOLATION. (3 HP) SOURCE FOR SINGLE PHASE / (7 ) PLUMSTEADVILLE, PA. 18949 HEAVY DUTY SWITCHES (OR EQUAL): SQUARE "D• CAT#H-221N; 1 / PHONE: 215-766-3380 ELECTRIC INTERLOCK #EIK-031. ITE CAT.#SN-321; ELECTRIC INTERLOCK #SC-3. FAX: 215-766-3385 CUTLER HAMMER CAT. #DH221NGK; ELECTRIC INTERLOCK #DS200EK1. E L E V iq T O R (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE •D• CAT#H222N ELECTRIC INTERLOCK EK-300-1; m a n u I a c t u r I n y ROPED HYDRAULIC company, Inc. ITE CAT.#SN-322 ELECTRIC INTERLOCK #SC-5. RESIDENTIAL ELEVATOR CUTLER HAMMER CAT. #DH222NGK ELECTRIC INTERLOCK #DS200EK1. 3. A 120V AC, SINGLE PHASE, 15 AMP. SERVICE TO A LOCKABLE FUSED DISCONNECT NORTHEAST / CHAMPION ELEVATOR SWITCH, OR CIRCUIT BREAKER LOCATED IN THE MACHINE ROOM SHALL BE PROVIDED PROJECT: 2 MULBERRY CT. RYE BROOK, NY FOR THE CAB LIGHTING IN ACCORDANCE WITH N.E.C. PRELIMINARY DATE: APPROVED BY FINAL DATE: 4. A TELEPHONE LINE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR CONTROLLER AS PER ASME A17.1 CODE. 08/16/22 09/22/22 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. DRAWN BY: S.G. REV. #: DRAWING NUMBER: 6. KNOCK-OUT IN WALLS BETWEEN THE MACHINE ROOM AND ELEVATOR HOISTWAY FOR ROUTING HYDRAULIC AND ELECTRICAL UNES SHALL BE COORDINATED SCALE: N.T.S. NEAST-23834 WITH ELEVATOR CONTRACTOR. PLAN NUMBER: Machine rooms ALTERNATE MACHINE ROOM LAYOUT O TELEPHONE CONNECTION PUMP UNIT (SEE DETAIL FOR SIZES) WITH CONTROLLER (24"x24'x9') MAIN LINE MOUNTED ABOVE P U DISCONNECT & CAB `j' � LIGHTING DISCONNECT N ABOVE J S Q U) Z D O J O LIGHT SW. & GFI a O Of U DUPLEX RECEPTACLE LLJ J _ U00 • OIL OURET J U w J LU n cD Q T Z I O 12 1/2' (#1 TANK) Z 29 3/4- (11 TANK) 3'-O" MIN. CLEAR 6" 1) SHOWN WITH CONTROLLER MOUNTED TO PUMP UNIT. CAN BE SUPPLIED LOOSE FOR WALL MOUNTING. 4'-9" RECOMMENDED MINIMUM 2) #2 TANK IS USED WHEN TRAVELS EXCEED 50'-0' AND FOR 10 HP MOTORS. 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. �U�1 lf ,W`, OF 1yyi.`` FINAL �;��• yy 9� 's * yam.* s ASME A17.1.RULE 3.19.3.3.1 — FLEXIBLE HOSE AND FITTING M. 2 ASSEMBLIES SHALL NOT BE W INSTALLED WITHIN THE HOISTWAY GENERAL NOTES AND PROVISIONS =:ems': 1 NO WRRO ECT INTO OR THROUGH REQUIRED BY OTHERS =;�o •..or,laz,..•' PIPE MATERIAL AND ASSOCIATED FITTINGS SHALL COMPLY WITH ASME A17.1, SECTION 3.19 AND SHALL BE 1. AN ADJACENT MACHINE ROOM BUILT TO CONFORM TO THE LAYOUT DRAWINGS, i �AESSIOµ� �� FURNISHED BY THE ELEVATOR N.E.C., ASME A17.1, AND ALL STATE OR LOCAL CODE REQUIREMENTS. IT SHALL crc' rrnrnnl�" CONTRACTOR. HAVE SUITABLE ACCESS, A LOCKABLE DOOR, A CONVENIENCE OUTLET, AND LIGHT SWITCH. MACHINE ROOM TEMPERATURE MUST BE MAINTAINED BETWEEN 60 AND 100 DEGREES FAHRENHEIT. RELATIVE HUMIDITY NOT TO EXCEED 95%. MACHINE ROOM 2. A 220V, SINGLE PHASE, (30 AMP.O 3HP or 60 AMP.O SHP) SERVICE WITH NEUTRAL TO A LOCKABLE SAFETY DISCONNECT SWITCH, FUSED WITH TIME DELAY FUSES SHALL BE FURNISHED IN THE MACHINE ROOM IN ACCORDANCE WITH N.E.C. A NORMALLY OPEN ELECTRIC INTERLOCK CONTACT IS REQUIRED IN THE P.O. BOX 749 5191 STUMP RD. SWITCH FOR BATTERY ISOLATION. (3 HP) SOURCE FOR SINGLE PHASE I PLUMSTEADVILLE, PA. 18949 HEAVY DUTY SWITCHES (OR EQUAL): SQUARE 'D' CAT#H-221 N; t, �:�y!�' 15-766-3380 ELECTRIC INTERLOCK #EIK-031. ITE CAT.#SN-321; ELECTRIC INTERLOCK #SC-3. PHONE: - CUTLER HAMMER CAT. #DH221NGK; ELECTRIC INTERLOCK #DS200EK1. E L E V O TO tZ FAX: 215766-766-3385 85 (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE "0' CAT#H222N ELECTRIC INTERLOCK EK-300-1; m a n u f a c t u r I n g ROPED HYDRAULIC ITE CAT.#SN-322 ELECTRIC INTERLOCK #SC-5. company. Inc RESIDENTIAL ELEVATOR CUTLER HAMMER CAT. #DH222NGK ELECTRIC INTERLOCK #DS200EK1. 3. A 120V AC, SINGLE PHASE, 15 AMP. SERVICE TO A LOCKABLE FUSED DISCONNECT NORTHEAST / CHAMPION ELEVATOR SWITCH, OR CIRCUIT BREAKER LOCATED IN THE MACHINE ROOM SHALL BE PROVIDED PROJECT: 2 MULBERRY CT. RYE BROOK, NY FOR THE CAB UGHTING IN ACCORDANCE WITH N.E.C. PRELIMINARY DATE: APPROVED BY FINAL DATE: 4. A TELEPHONE UNE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR 01 6 22 CONTROLLER AS PER ASME A17.1 CODE. / / 09/22/22 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE. DRAWN BY: S.G. REV. #: DRAWING NUMBER: 6. KNOCK—OUT IN WALLS BETWEEN THE MACHINE ROOM AND ELEVATOR HOISTWAY FOR ROUTING HYDRAULIC AND ELECTRICAL LINES SHALL BE COORDINATED SCALE: N.T.S. NEAST-23834 WITH ELEVATOR CONTRACTOR. PLAN NUMBER: Machine rooms �A t j A Certified Certified Since 1993 Certified Elevator Inspections, Inc. Since 1993 420 Columbus Avenue, Ste. #310, Xalhalla. \Y 10595 • Phone: 914 428-5419 • lohnceiCq-optonline.net January 13, 2023 F IE 0 V IcE { JAN SC Rye Brook Partners LLC 17 2023 5 International Dr Suite 114 VILLAGE OF RYE BROOK Rye Brook NY 10573 , BUILDING DEPARTMENT Attn: Jeff Dubois Re: 2 Mulberry Ct Dear Sir: As per your request, on January 13, 2023 1 witnessed the code required full load Acceptance safety test on one new 7501b 3 stop roped hydraulic passenger elevator located at the above referenced address. Test was performed by the installer Champion Elevator. The elevator was tested to ensure compliance with testing procedures and requirements as outlined in Section 5.3 Private Residence Elevators, according to ASME A17.1 Safety Code for Elevators and Escalators as referenced by the 2020 NYS Building Code, Chapter 30. No violations or deficiencies were revealed during the testing of this elevator. This elevator is deemed safe to operate If you have any questions regarding this report, please feel free to contact my office. Yours truly John G. Bochinis Certified Elevator Inspector NAESA QEI Cert. # C-875 NYS Inspectors Lic# 132-21-01159 C.c. Champion Elevator, Michael J. Izzo, Building Inspector hester D L�C C O M C o�:corn AUG 13 2021 1 ID George Latimer VILLAGE OF RYE BROOK BUILDING DEPARTMENT County Executive Shurlita_Amlcr.MD Commi-ioner of Healt h August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13307-21-DCDA Application for Backflow Prevention Device Kingfield Development 2 Mulberry Court Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf .. NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow(aDwestchestergov.com . Reapectfultiv, 49W Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager—Sue_ z Water Michael Izzo, Bldg. Insp. — Rye Brook File s 00-) RECYC LELE Department of Health 25 Moore Avenut, \fount}iiscn. NY 105IJ Trl,-phom,: (91 1)SG 1-7O(; P,t t91 I1's13-1691 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 13307-21-DCDA Facility: Kingfield Development City, Village, Town: County: 2 Mulberry Court R e Brook WESTCHESTER Owner's Mailing Address: Jeff Dubois SC Rye Brook Partners LLC 4 West Red Oak Lane-Suite 325 White Plains, NY 10604 Physical Location of Backflow Prevention Device(s): Dog House Description of Device(s): One (1)—2 inch Wilkins 950XLTDABF (DCDA) Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, fnust be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative 1SSVED FOR TIDE STATE %.1 IVIISSIVKVER \_01 II.JIEALTII.JI DV; DATE: August 2, 2021 Delroy Taylo , P.E. Assistant Commissioner LE j I Lr i u \1� vcvv roax a—iT c"A APR 1 ��- -��. ,F 4-�a � 0 2023 Emponu lath pia N7ter$nlr �eport on Test and �37ajni a4 j fir a e kftm aY oz r rr�nsT,»br m VILLAGE OF RYE BROOK UI DING DEPARTMENT of 13ackflow Prevention Device Pioaflta bible a sefiarate ftt m WUch deviate. I POT the year . i �'JytfC'Nater 3uoci, 1 CA L" } E�ility tYa.:re 1"�.n -hQ � +� I :canon�r 7a�ice Street � 1 Device manufatdvter Model it'+fonttatipn ' i Type ROZ Size On inches) Serial Number DCV Mack valve No_1 Chedr valve,N.-2 Dtfterentiai?rassum Relief LUne Pressure,psi vwve Test Leaked 6efora Yfdsed ; ht Q — raked Opened at repay psid Date I t1; Ctose9St3frt--j 'ressu+e yrOU across first ateck velvy 1 a psid /AL U D Y Descrrbe mpatre and Repaired by numartats Name used Lic# k'IA Date repaired: m M 0 Y Final test Closed light 17 Closed tight n opened at psid Da'sCIt u 9 � P3 Pressure drop across first ��A M 0 Y check valve Psid Water Meter Number i Meter Reading Type of Service:((aac kk one) j 9 DOMOStir 9 Other Remarks tDesoibe deficienaea,bypasses outlets before the devi oa.connections between the devirE and pant of entry mtasing or inadequate airyaps,etc_) Certtliradarr This device meets, does NUT meet,the requirements of an a can irf'e ` I her"certify the at the time of testing foregoing data to be conaci: Pant Name Uortificd Toeter No. 1Q Fxpmcn Date i Property owners(or ownem agent)certification that Iasi was perfanned. Pnrnname �roC1>^1S S ✓h I �Z�I Spa n Teleptwne Ce♦7faC8tfEV's"nstallatan la in accordance with tt•,e approved plans. (To be 4Mntpl4W by the des' i9n engineer or an;hited or rraler avppAer.) I hereby y*.W title iiitslatiafi�is in accordance with the approved plans. Name Russell Palucci rye Engineer Date 1 I C� .` NYs Dort t Ucanse Number 78721-1 Phcre(845 )327�04C m dPri y ) Z 7 5 1 `t -Oct k Rccrssenting me u cns, onsu ng ngmeers Csscrif;e mvror inslatbtion d+anges Add-- 140 Princeton Drive City Shelton State CT Zp 06484 signglun; Notify avner xW R:polrarm r«ratlt�l�0(y deviCem!e�lls oaoa: re ano ono covy toMe,—ter wp erMr in oars 29:rw as mg oevme. pairs nnnvt•mmtdleteiy 00 made. DOYi- 14 t3(9I9t) 2 Mulberry Court Rye Brook NY 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R88 Glass&Door Rating Window 0.29 0.30 Door 0.30 0.30 CoolingHeating& Equipment Heating System: Heil#N9MSE1oo212oA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2/19/19 Comments Envelope Leakage Test R E C � �'� FE. DD Testing Company: Technician: APR 10 2023 Name: ProChek Name: Andrew F ti Address: 100 Mill Plain Road Credentials: BPI VILLAGE OF RYE BROOK Danbury, CT 06811 Email: info@pros ING DEPARTMENT i} Phone: 8003385050 www.prochek.com Building Information: Customer Information: Project ID: 5868- 2 Mulberry Ct Port Chester, Name: NY Address: 2 Mulberry Court Address: 2 Mulberry Court Port Chester, New York 10573 Port Chester, New York 10573 Geo-Tag Latitude: 41.047774 Data: Longitude:-73.692312 Timestamp: 2023-04-05 09:24:38 Measured Leakage: 1.45 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 2 Mulberry-01 Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,117.2 (+/-8.7%) Effective Leakage Area: 98.1 in Building Volume: 46,181.0 ft3 Enclosure Surface Area: 5,074.0 ft2 Coefficient (C): 181.7 (+/- 55.2%) Exponent (n): 0.464(+/-0.153) Correlation Coefficient: 0.94982 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 55 OF Post Indoor Temp: 55 OF Pre Outdoor Temp: 60 OF Post Outdoor Temp: 59 OF Altitude: 187.0 ft Time Average Period: 30 seconds Test Date and Time: 2023-04-05 09:28:15 2000 Depressurize E U 1000 Y 900 800 700 600 500 m 400 300 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg_(Pa). Adj Bldg_(Pa). Fan (Pa) Flow (cfm) Config Baseline -9.5 -60.0 -69.7 -59.9 -41.0 1,162.1 Ring A -54.0 -56.8 -47.0 -36.0 1,088.7 Ring A -48.0 -59.1 -49.4 -47.4 1,247.2 Ring A -42.0 -60.7 -51.0 -39.6 1,140.3 Ring A -36.0 -45.4 -35.6 -29.0 979.1 Ring A -30.0 -49.7 -39.9 -217.8 872.9 Ring B -24.0 -29.1 -19.4 -131.4 680.0 Ring B -18.0 -24.4 -14.6 -123.3 658.9 Ring B Baseline -10.0 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • The interval between building pressures is greater than 10 Pa. • Correlation coefficient is outside of normally accepted limits. • n value is outside of normally accepted limits. Comments: None Report by TEC Auto Test 1.9.1 (9), © 2023 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: �iU G I `ZGZ`y ��'- SBL: 7Z57 7—.S Zone: � Use: r2 Cont.Type Other. Submittal Date: `3 Z l Revisions Submittal Dates: Applicant: • C Nature of Work Z'4 G W • Reviews:ZBA: NOV 1 0 2021 PB: BOT: Other. OK ( ( ) ES:Filing. BP: t 4 4'o 7- C/O: 72--d.Cto. — ( ) ( P: Dated otarized ✓SBL Truss I.D. Cross Connection: H O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current Archival: Sealed Unacceptable: ( ) (_.'PLANS:Date Stamped: Sealed: `,� Copies: '7--Electronic: Other. License: Workers Comp: Liability: Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated N/A: HIGH-VOLTAGE ELECTRICAL:Plan: Permit N/A: Other. (�( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. ( � ) PLUMBING Plan: Permit Nat.Gas: LP Gas: N/A/: Other. ( (.•�FIRE SUPPRESSION:Plans: ✓ Permit: ✓ N/A: Other. (�( ) H.V.A.C.: Plan: Permit: N/A: Other. ( ) ( ) FUEL TANK Plan: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. (. Y ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plan: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER Other. ( ) ( ) Other. ( )ARB mtg.date: approval;- notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval• notes: REQUIRED EXISTING PROPOSED NOTES Ar& Circle: Fr n Front Front; Sides: fir. Main Cov Accs.Cov Ft.HS : S .H Sb: Tot.in: F I : Pr Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued SBL: Zone: Address: ��' ✓"11� 2a� G"Z Property Owner&Contact Info: Job Description: C For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements)x $225.00 x $I 5.00/$1,000.00 Basement Sq, Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • leg Pernik Fee �t 6It(C rI5.00/$I,000.00= $ (n C 3� Basement= c�S� sq.ft.x$65.00 =$ � �' Attached Garage = 22F 0 sq. ft.x$225.00= $ Q`7,•7 SV, �I5.00/$I,000.00 = $ L Z P Fl. = l sq. ft.x$225.00= $ 4'< < 5-��>• �$I5.00/$I,000.00= $ 60 �37 2"d Fl. = b Cc sq.ft.x$225.00 =$ 1i-2 5 Z S. z$I5.001$I,000.00= $ 6—z'6 6 . 6 8 Y Fl. = sq. ft.x$225.00= $ x$I5.00/$I,000.00= $ 411 Fl. = sq. ft.x$225.00= $ x$15.00 $I'000.00= $ Total Sq.Ft. = 6 1l6 sq. fi. Total Cost= $ '19 Total B.P.Fee= $ •� Z S� Total Amount Paid = $ Total Amount Due= $ O Z •S NOV 1 0 2021 Date: Signed: A\-� This form must be properly completed & notarized by the Design fPccinnal of record and the Property Owner. Failure to provide this complete 9 i t�i a� W F. permit application will delay the permitting proce s F, DD VILLAGE OF RYE BROOK Notice of Utilization of Truss Type, Pre-Engine I B TV I G 'PARTMENT or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: U-I N3 Srl"L-t, -OMTYT&4( l Dk6f A t J Subject Property: 2 pUlhei,rUU SBL:1,�9�5/-l. 73 one: Please take notice that the subject; E�One or Two Family; ❑ Commercial, 2fNew Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; 1� Truss Type Construction(TT) C'f Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders&Beams(F) ❑ Roof Framing (R) CJ Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Datc Dcsign es al --a t Da1c Pro Date�� Not blic (7) TRISHA MARTIN Z NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 62D21 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT V NAME: AOn Risk Services Northeast, Inc. m Boston MA office �acNN Exel: (866) 283-7122 FAX No.) (800) 363-0105 a 0 53 state Street E-MAIL = suite 2201 ADDRESS. Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIC; INSURED INSURERA: Navigators insurance co 42307 Sc Rye Brook Partners, LLc INSURERB: Guideone National Insurance company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity & Liability Company 38318 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570090325834 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR TYPE OF INSURANCE ADDL BURR POLICY NUMBER POLICY EFF POLICY EXP LIMITS B X COMMERCIAL GENERAL LIABILITY 99000069 6"500 06 01 0 EACH OCCURRENCE $5,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Eaoccurtence S10O,000 MED EXP(Any are person) Excluded PERSONAL 8 ADV INJURY S5,000,000 GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S5,000,000 w POLICY E PR. ❑LOC PRODUCTS-COMP/OP AGG 3 S,000JE m OTHER o 0 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT fEa accident) ANYAUTO BODILY INJURY(Per parson) G OWNED SCHEDULED BODILY INJURY(Per accident) Z AUTOS ONLY AUTOS 2 HIRED AUTOS NON-OWNED PROPERTY DAMAGE N Per accident O O NLY AUTOS ONLY C t m C UMBRELLA LWB OCCUR 1000S79693201 06/30/2020 06/01/2022 EACH OCCURRENCE U X EXCESS LIAB CLAIMS�MADE AGGREGATE S5,000,000 DED RETENTION WORKERS COMPENSATION AND PER STATUTE I OTH EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER I EXECUTIVE E.L.EACH ACCIDENT OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE 0 yea,describe uwer DESCRIPTION OF OPERATIONS below E.L.DISEASE-POUCY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Addldonal Remarks Schedule,may be attached It mon space Is required) Evidence of insurance Li CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King street Rye Brook, NY 10573 USA ��. i�!'e�r�iZf�R11;d c/i"ott�itarroZ`�� ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD PORK Workers' Certificate of Attestation of Exemption srA,T Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any part}t** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit SC Rye Brook Partners,LLC 1100 King St From:The Village of Rye Brook NY Rye Brook,NY 10573-1057 PHONE:914-481-1531 FEIN:XXXXX6509 The location of where work will be performed is 1100 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 16,2021 to March 15,2022. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. i further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN HERE Signature: 2�/�j Date:Mn 3 /5 ZOZ l CE-200 01r201 s AC"R" DATE(MM/DD CERTIFICATE OF LIABILITY INSURANCE 05252021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT FEDERATED MUTUAL INSURANCE COMPANYNA E - CLIENT CONTACT CENTER HOME OFFICE: P.O. BOX 328 A CNNo Ext:888-333-4949 A/C No):507-446-4664 OWATONNA, MN 55060 AIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B: MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT D6457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:3 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXP T I R IDDIYYYY) (MM/DD1YYYYJ LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100,000 P IIcel MED EXP(Any one person) $10,000 A N N 6115492 05/11/2021 04/01/2022 1 PERSONAL&ADV INJURY $1 Opp 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY ❑JECTPRO LOC PRODUCTS-COMP/OP AGO $2,000,000 X PRO- OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT dent $1,000,000 X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY SCHEDULED A AUTOS N N 6115492 05/11/2021 04/01/2022 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED AUTOS ONLY PROPERTY DAMAGE (Per accident) X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $20,000,000 A EXCESS LIAR CLAIMS-MADE N N 6115495 05/11/2021 04/01/2022 AGGREGATE $20,000,000 DED RETENTION WORKERS COMPENSATION OTT AND EMPLOYERS'LIABILITY Y/N X PER STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBEREXCLUDED? NIA N 1814077 05/11/2021 04/01/2022 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 000 000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1 Opp 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) POLICY COVERAGE AS OF 05/17/2021 RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4663 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board la. Legal Name 8 Address of Insured(use street address only) 1 b. Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL MIDDLETOWN, CT 06457-1501 1c. NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured (Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State, i.e., a Wrap-Up Policy) Number 04-3814418 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St 31b. Policy Number of Entity Listed in Box"la" Rye Brook NY 10573-1226 1814077 3c. Policy effective period 05/11/2021 to 04/01/2022 3d.The Proprietor, Partners or Executive Officers are ❑X included.(Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Ashleigh Sette (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 1'1111V`1� 05/25/2021 (Signs a (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov DATE(MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 3/6/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME OTT AGENCY PHONE PO Box 659 A/C NO EXt (845) 895-8873 ac No, Wallkill, NY 12589 ADDRESS ottins2001@yahoo.com INSURER(S) AFFORDING COVERAGE NAICtr INSURER A Main Street America INSURED Total Comfort Inc INSURER B Main Street America PO BOX 359 INSURER Main Street America 7 Ohara Rd INSURER Main Street America Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER IMMIDD/YYYY (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 000,000 CLAIMS-MADE �X OCCUR PREMISES Ea occurrence $ 500 000 MPU7919F 1/21/2023 1/21/2024 MED EXP(Any one person) $ 10,000 A X PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- JECT a LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY Ea accident $ 1,000,000 X ANYAUTO BODILY INJURY(Per person) $ 1/21/2023 1/21/2024 OWNED SCHEDULED BIU7919F -_ B AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ X HIRED NON-OWNED --. AUTOS ONLY X AUTOS ONLY per accident A $ —1 $ UMBRELLA LIAR OCCUR D EXCESS LABH CUU7919F 1/21/2023 1/21/2024 EACH OCCURRENCE $ 5,000,000 CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION ER _ AND EMPLOYERS'LIABILITY YIN 1/21/2023 1/21/2024 STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE WCU7 919F C OFF ICER/MEMBER EXCLUDED? ❑ E.L EACH ACCIDENT $ 1,000,0 N/A 00 (M.ndatory m NH) E L DISEASE-EA EMPLOYE $ 1 000 000 If yes.describe under r r DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1,000,000 _T17 LJ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101.Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village Of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS 938 King street Rye Brook, NY 10573 AUTHORIZED REPRESENTl�FIVE ©1988-2015 ACORD CORPORATION All rights reserved. ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD EW _J,I�YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured TOTAL COMFORT INC 203-395-8723 PO BOX 359 MILTON,NY 12547-0359 1c. NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State. i.e., a Wrap-Up Policy) Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Camer (Entity Being Listed as the Certificate Holder) NGM INSURANCE COMPANY VILLAGE OF RYE BROOK 3b.Policy Number of Entity Listed in Box"la" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period n1i9i/2n9n to nvwvn?n 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) xZ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers' compensation udder the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print name of authorized representative or licensed agent of insuranc carrier) Approved by: J �— [1, (Signature) (Date) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov �-, CHAMELE-01 B0ZDA1 A�ORO CERTIFICATE OF LIABILITY INSURANCE -FDA1/13/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER TACT HOTALING PROPERTY 8 CASUALTY LLC PHONE FAX 2678 South Road No,Est):(845)454-5363 ac,No:(845)471-7494 Suite 102 %V16.certificatesmel@hgfin.net Poughkeepsie,NY 12601 INSURE S AFFORDING COVERAGE NAK:R INSURER A:Accredited Surety and Casuafty Company,Inc. 26379 INSURED INsuRER a:State Farm Mutual Automoible Insurance Co 25178 Champion Elevator Corp. INSURERC: 1450 Broadway 5th Floor INSURERD: New York,NY 10018 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MAR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP am LIMBS A X COMMERCIAL GENERAL LIABILITY 2,000,000 EACH OCCURRENCE CWMs MADE �X OCWR 1-TPM-NY-17-01268951 8/10/2022 8/10/2023 DAMAGES(RENTED occurrence) $ 300,000 X Contractual Liab MED EXP(Any one coon 5,000 PERSONAL R ADV INJURY 2,000,000 GEN'L AGGREGATE LIMIT�APPLIES PER GENERAL AGGREGATE 4,000,000 POLICY❑X JpECT LOC PRODUCTS-COMP/OPAGG S 4,000,000 OTHER: EBL AGGREGATE 1,0001000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 X ANY AUTO 298 5428-B3132 W3112022 =I/= BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS yy Ep BODILY INJURY er accident) AUTOS ONLY NR ONNLV dteOP �M AMAGE A UMBRELLA LIAB X OCCUR 3,000,000 _ EACH OCCURRENCE X EXCESS UAB CLAIMS-MADE 1-TPM-NY-17-01268952 811&2022 8110=23 AGGREGATE 3,000,000 DIED 1 ' RETENTIONS A WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LWBILITYSTATUTE ANY PROPRIIETgOER/PARTNERIEXECUTNE YIN 1-TPM-NY-16-01285898 8/10/2022 8/10/2023 E.L.EACH ACCIDENT 1,000,000 andaR0 y in NHR EXCLUDED? a N/A 1,000,000 E.L.DISEASE-EA EMPLOYEE It yes,descr be under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT A Excess Liability 1-TPM-NY-17-01268953 8/10/2022 8/10/2023 Aggregate/Occurence 5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Village of Rye Brook Is Included as additional Insured on a primary and non-contributory basis as required by written contract.Waiver of Subrogation applies where required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village Of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street, Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE I ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PORK Workers' CERTIFICATE OF Cf— STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Champion Elevator Corp. 212-292-4430 1450 Broadway,5th Floor New York,NY 10018 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 47-4285250 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Accredited Surety and Casualty Company,Inc. Village of Rye Brook 3b.Policy Number of Entity Listed in Box"l a" 938 King Street, Rye Brook, 1-TPM-NY-16-0128589 NY 10573 3c.Policy effective period 08/10/2022 to 08/10/2023 3d.The Proprietor,Partners or Executive Officers are [K included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Daniel Emerson (Print name of authorized representative or licensed agent of insurance carrier) Approved by: - 1/13/2023 (Signature) (Date) Title: Account Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 516-344-6900 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-106.2(9-17) www.wcb.ny.gov KIN FIEL EVELOPMENT LUSTER vvBBBvv AUG - 3 2021 NAL SUR INTERNATIONAL DRIVE _��-�lF� roR 010 VI A� IRE pR N LLAGE OF RYE B VkeQ�ll SPEC-flO BUILDING BROOK RYE BROOK, NEW YORK DEPARTMENT SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 FILE COPY Rye Brook, NY 10573 -- -- - - FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT O DWELLING UNIT NYS Uniform Fire Prevention & Uniform Building Code: __ �� L- �� 2020 Budding Code of New York State 2020 Residential Code of New York State -- 2020 Fire Code of New York State _ - --- - - 2020 Energy Conservation Code of New York State - - 2020 Plumbing Code of New York State - _-- - THIS BUILDING MUST BE POSTED 2020 Mechanical Code of New York State ' r—�'�' - _ - WITH A PERMANENT CONSTRUCTION -- j - - TYPE IDENTIFICATION SIGN; 2020 Fuel Gas Code of New York State �� - �- - -1 2020 National Electrical Code ! ---- 1/ 2017 ICC 117.1 Accessible & Usable Building and Facilities FR i JL�= PRIOR TO THE ISSUANCE OF A C/0, Project Criteria: AS REQUIRED BY NY STATE LAW. Use Group: R-3 2 MULBERRY COURT Construction Type: 5B Area: 4,726 sq.ft. Volume: 43,397 cu.ft. f PERMIT# SE10 L 1 '7"S, 7 Thurston Avenue DATE APPR D NO Structural Consultant U -ZU21- Newport, R1 02840 Camera/O'neill Engineers j;: 7 CordtsenDesign.com 117 Black Point Lane BUILDING IN SP TOR, Wage of Rye 8fook,NY 401.619.4689 Portsmouth, RI 02871 MEP&P Consultant R.W. Sullivan Engineering 529 Main Street#203 _ C O R D T S E N Boston, MA 02129 DESIGN ARCHITECTURE FL1 313.17IFG-3�12.42 G 1 311.83 FL 1 307.67 1�306.92 52 F�L.I 2�97.1�7� FLl 301.6�� G•92 �""�" I 306.33 S G 53 C 1 �Rt-292.67 FL1294.67 "` 1 G 5 G3003 O 57 56 C1 C2 3 25 SIGNAGE: FLl,2�6T W/O G 293.33 XI- SALES OFFICE T %/O G291.92 bl O C2 A 21 X2-SALES PARKING-* %�290.92 59 C 1 17 19 X3-SALES PARKING i 62 X4-SALES PARKING�- 63 DR C 2 A 15 CLUSTER W X5-SALES PARKING 64 gR 11 13 T R W(3oc c o CD X6-DO NOT ENTER 9 CLUS H o U X7-DO NOT ENTER BR 7 R p W U 1 a'o al D L s cl usTE LE LANod E 1 ocpu+ a o^ ONE U 3 CLU ER Z Y S C K J 33 V = t I LUS ER PA H p C C 19 YL O�l 13.17 U CLUSTER 6B ` �" � 17 Z R 32 G 312.42 < Z U CLUS�ER C� 1_ 50 FLl 305.67 gate to be n c 15 B L G 304.92 locked at all ha1n11 k to C] times 22 N m c 15 Z L 31 FL 1 2.17 D n ence FL1 294.67 m 70 G 3 1.42 18'� 0 s1 -�i � c� .�...- 13 Y R 30 _ o� a a �� 0 gate 0 27 79 G 293.33 O BR < D oa 2 c F1 5.67 0 BL 80 3 92 ` 13 49 G 305.92 p FL1293.67 BR �� C2 Z _� 11 ZL 29 FL13111.17 G 292092 46 20 FL 1 306.67 D .� -- 9 Z R 28 G 31 42 O r 25 81 G 294.33 O C 1 11 A� G 305.92 r cCn C 2 305.9e. r 1 �, D -� ` ` �n.I m �° Z Vrr,' 7 Y L 27 FL 1 3 0.17 FLI 294.7 DR ` ➢ 18 m m W/O 84 18 ` ,,, A 82 FL 1 295.67 13 5692 45 A �^ y C 1 G 305.92 5ZR26G 309.42 G 293.9 c 23 G 294.33 O _ 47 I� 9 H m Z 305.92 C 2 , A O 1 25 FL 1 309.17 r C 1 O G 294.92 0 44 -' _O 3 G 308.42 O FL I2 55.67 86 DR 16 O Z 21 83 , 43 G 304.42 1 Y R 24 0 so G 294.92 O �*` ` o• -i t1 '� C2 o j '' ,4 "- note: LU n FL 1 296.67 40 1 42 FL 1 305.17 �// maintain entire length of N r 19 G 295.92 C I G 304.42 international drive free m "' B L 85 304.92 c 5 A from dirt&debris at all a� FLI296.17 87 BL -� / W/O 1 q A A m. / times G 295.42 1 305.E A 12 'm° A> G 303.83 coe e+�0� T 304.33 39 O C 1 41 note: <<o ��`G G0 -j O O NO TRESPASSING ac <<o g 12 91 A 8 G 297.42 C 2 4; 3 C�Ge\ signs on all gates O�ea�c��o `\oc NOTE: LU FLl 297.67 O DR , 17 C2 04.33 38 10 ® sal s O FF306.50 'SOG `�5�a S��G FOR DIAGRAMMATIC PURPOSES W/O 12 O s ,� ONLY. REFER TO CIVIL (V G 296.92 FLl 298.17 par.t g \� Go DRAWINGS FOR ALL RELATED J Q I�89 G 297.42 r ,� SITE WORK. Q N G G 15 /`� s, A Adirectional U const.sign LEGEND: FL]298.17 BL p ® A- "A"UNIT Q O 10 G N G 297.42 37 BL 8 1 X1 �� BR-"B RIGHT"UNIT U } G 297042 92 C 1 O BL-'B LEFT"UNIT LU ♦' �'` , 90 FL 03.67 O i\i' �' G 2•9 j' �1' / CI- "C"UNIT,MASTER UP �' 0 5 0 13 o F / C2-'C"UNIT,MASTER DOWN ZO = Z L-PA / os ! DR-"D RIGHT"UNIT 0 6 2 U L 94 0,296.42 n� 0 DL-"D LEFT'UNIT F FF 302.50 G 302.42 YR-"Y RIGHT'UNIT Q LU 93 D R 8 C 1 s Lu YL-"Y LEFT'UNIT cUn Q Q C2 l � � O � O ZR-"Z RIGHT'UNIT W U Q FL1 /o 7 F o 36 'P F 1 303.17 <n FL1 297.17 � C0 O ZL-"Z LEFT'UNIT G 297..42 95 296.42 �00 301. A 4 + p sign \ C 1 G 302.42 W/O-WALKOUT \ b C!� 9 A �295.83 FL1 302.1 35 + p sign flag man+ __ ( 27 O G 02.42 97 Cl �`�A 96 G 300.83 C2 2 �9 L 25 A 3 G 296.42 C 1 O 34 1 ��. C FL1 302.67 A 4 �� G 300. 18 O� lGf� C 1 G 301.92 e 1p FL1 297.17 98 �''� �" t 293.42 ® sr ! 23 100 +stop C I APB � } G 295.83 C2 2 C2 FLl 294.17 © 21 BL y _16 C 99 5 G 293.42 , A Z ?®1 G 302.4 CO O C�Gf G 300.92 5 O G 295.83 F A 292.83 0. C 2 14 FPC 11 co E , FG 302A C 2 19 C 1 FL1 301.67co C 1 10 a 6 12 G 300.92 � Q oco 12 16'x50' v� G 302. an tracking 1 o`c�c 8 C 1 �'PQ 17 A \ 300.33 CY > Z G 289.42 d Gr 8 10 C, y �I 103 G 301.9 A `�� C 1 13 } w VQJ F 290.17 1 18, G 289.83 post$pail fence � I- O G`"8 C I 8 gate ra 78 nce FG 30,233 9 C2 8 5 V) -� O �G O L 1 291.17 ^ L G 288.8 104 A G 289.83 10 x •W gate for construction C 1 ; 14 G 298.4 VJ 6 entrance&exit tiq be 15 77 GG289.83 13 FLl 288.67 105 �ti unlocked&open •ng C 1 W/O C2 A FL1291.67 =_ G 287 2 JS� construction activity o 13 76 G 92 0.92Cz 4 at all of es this gate 15 FL1298.42 mu e close locked C l �Gfr 72 G 11 A f- 11 G 291.83 n� `��` 297.8 BL ftl 293.17 a: It J / 70 G 291.83 C 1 16 �0 O PP 7 9 G 292.42 FLl 294.67 �`� x G�JS G C 2 blacktop / C� _ C 1 69 �G�293.9 9 2 �00 �� x �� GJ 5 106 FRii 7 A 1 66 17 p 89. O lavender We to �297.83 i C I be paved 2nd 7 J A 107 R/M R 5 week of l/20 O B R 7 C2 z 3 129.17 S F C(U 3 FLl 299.1 2 GG C 1 G 289042 12` C UST N STFR G L 18 G 297.83 108 FR,J 1 i G 5 A 9 G�J G 88.83 C 1 CLUSTER Leeo `�� G 298.4 Z 1 1 10 A C� vs .c C 1 19 x DR 75 O C2 8 FRyy, 74 COST b 110 :33 6 ER FF � - 3 G 290 .. F 288.67 CLUSTER DID 4 21 C 1 C \\ Ll 67 W/o FL 1 291.67 73 29 2 G 8.2 i G 287.92 W/O BR 4 2 G 290.92 G 240 92 4 C D R F Q DL 71 B p L1 299.17`, G^ 1 3 f� � 22 �10 FL1 293.6J O 7 'G 298.42 ti W/o \ Ina 65 C2 2 G 292..92 FLT 294.67 23 3 W/O FLl 295,.i G 298.42 G 293.92 W/o G 294.92 FOOTING 5GHEOULE 3►'-O° CAMERA•O'NEILL 10 TAIS FOOTING SIZE REINFORCING 0 `/ CONSULTING ENGINEERS F3 3'-0"x3'-0"x12'THICK 4#4 E.W.BOT. 15'-10' 15'-10" Structural Engineering.Design F4 4'-0'x4'-O'x12'THICK (5)g5 E.N.WT. ' aoi Clodctower Square Camera/O'Neill Portsmouth,RI 0:871 ALL DIMENSIONS,ELEVATION5,SHELVES,BEAM POCKETS, ConsAing ENint" 401-S78.2983 J. GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS, 1_4° AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND 4 PROVIDE d INSTALL SIMPSON of NEW), ALL OTHER TRADES'DRAWIN65 PRIOR TO CON5TRUGTION. 3'-2' 3'-2' 10'VIA.REINFORCED 50.1 3'-2° ABUbb STANDOFF BASE d SONOTUBE PIER,TYP. <{, 8 FASTEN TO CO .CON,.W/%,VIA. �Q, V. CO .NG FT6.REINF. MIN. EPDXIED THREADED ANCHOR W/#4 BARS a 12' — BELOW GRADE)° r — ROD(b'EMBEDJ y O O.G.EA.,BOT. O Ccc ---J ' L———J ' L——— C1 ZZt+a asp} Eon f` 0 Q- rn O. CYIU m^ SS10NP O v o c t5'-O' tl'-5" GOORD.Hv ARCH'L t24•_,• PERMIT SET " N Z o U vJ. Q FASTEN FI115T WALL FASTEN FIRST WALL STUD TO CONC.FDN. 9 STUD TO CONC.FDN. WALL W/HILTI TYPE X-U 50" WALL W/HILTI TYPE X-U POWDER ACTUATED POWDER ACTUATED FASTENERS AT 16'O.G. FASTENERS AT 16"D.G. STA66ERED — [B.O.F_-14'-O°]— [B.O.F.-14'-O'] — ---- — ------ --- ------------------- STAGGERED .,. r ---=---- -- ------------- -- ------------ - -- -- --- -- ------------------------ -- ---- •• T.O.SHELF T.O.SHELF- (_10 1-2-1 l T.O.WALL �u U_ [-10'-2'] I c _I I T.O.WALL Uj T.O.STEM 50.1 [102] p T.O.STEM Q I (-5-10] [-9'$'] SIM T.O.WALL I4 i0 I .I I� mI I I Im T.O.WALL STEPS ul I PROVIDE(4)FULL I Iu T.O.WALL STEPS in HE16HT#5 VERT.BARS - FT6.STEPS I I AT WALL STEP PROVIDE(4)FULL I FT&STEPS Z HE16HT#5 VERT.BARS I 0 I I AT WALL STEP I I cn _ I LU T.O.WALWALLr�� ——— xa T.O.WA -7 v OI I I I I to 'I I I I TY 3 I °�� I ----� SO.I I I m Z N .t I •`. I Q I I N 14'-&V: I Z O 50.1 cv •� I � Q O� I I ••• I � PROVIDE d INSTALL 14'G AND I I Z BASE PLATES AT ALL H55 I '• I Z ::) 10"WALL COLUMNS,TYP.BASE PL TE5 10'WALL SHALL BE SUBMITTED W/ O ok-.OPI t= LL I'-10'FT6. SHOP D IN65 � I'-10'FT6. rF4 lii J I CAS- I N ~ I 0 vU 5i T.O.SLAB OIL ELEV.-q'-6" L————J IF L.V1.BEAMS OR FLUSH_ I BOTTOM CHORD BEARIN6 I I O 4 TRUSSES ARE PROVIDED: I •.• i O I SLAB DETAIL PROVIDE d INSTALL BEAM SO.I POCKET AND P.T.BEARIN6 I I O PLATE AS REQUIRED TO I � I MMODATE BEAM. PROTECT UNTREATED LUMBER I I 4'NORMAL W.CONG.A WITH 13UILDIN6 FELT I"THICK GONG.FTC. 2'-yi SLAB-ON-6RADE. INF.W/#4 BARS® I T.O.WALL SEE DETAIL y�1 T.O.WALL I I u } 12'O.G.E.W.,BOT. I ®BEAM POCKET r—— ®BEAM POCKET I I [B.O.F.MIN 3'-b° I i 4"] I �✓ 11 BELOW GRADE] I �D 51M I I o O —— IF L.V1.BEAMS OR FLUSH I I 6 I o �° % BOTTOM CHORD BEARING I a r I I TRUSSES ARE PROVIDED: L---J O 50•I I I c PROVIDE d INSTALL BEAM - I O 3 AF_ [B.OF.-10'-10'] J b'WALL I POCKET AND P.T.BEARING PLATE — ——————— —AS REQUIRED TO ACCOMMODATE BEAM.PROTECT UNTREATED % 'T O.WALL LUMBER WITH BUILDING FELT ^1TA.WALL IF L.VL.BEAMS OR FLUSH ----_TUJ WARCH'L] I o BEAM POCKET_ TRUSSES I THE EVENT OF SEPARATE PROVIDE CONT.#4 BAR [ 4] O I PROVIDE d INSTALL BEAM PROVIDE d INSTALL i G RED AT TOP OF WALL I I T.O.WALL 11:I 1.` I POCKET AND P.T.BEARING PLATE #5 x 30"LONG DOWELS® I I 0 AND NTINUOUS BEVELED 2x3 ,• I 6 BEAM POCKET O I . AS REQUIRED TO ACCOMMODATE 12'O.G.VERT.DRILLED d I .. m R KEY AT WALL BASE I I I I c I [-I'-f�'4■] 3 I BEAM,PROTECT UNTREATED EPDXIED INTO FDN.W/6° � ^` co W LUMBER WITH BUILDING FELT EMBED. 50.1 n SLAB DETAIL I I I 51 M 50.1 T.O.WALL I_ C 10 WALL p [-0'-5<'4] I I o O � Y 4'NORMAL WT.CONC. I I m ' I I'-10'FT6. SLAB-ON-GRADE. I I M o SEE DETAIL I I m 0 0 PROVIDE#4x48' II T.O.SLAB : I DIAGONAL REBAR A7 A O I I RE-ENTRANT SLAB I v ELEV.-I'-0'®GARAGE DOORS e°WALL i - I I IN THE EVENT OF SEPARATE 01, OU POURS,PROVIDE d INSTALL#5 I I a x 30"LONG DOWELS®12"O.G. FT6. [B.O.F.-10'-10'] VERT.DRILLED d EPDXIED INTO 0 i I —————— FDN.W/6"EMBED. — —% J I I b T.O.WALL I T.O.WALL 50.1 c m `• I I I I -0 ®DOOR [ ,-,. I o -- - -------- J j --- --- —J I -- --- — — — ------ — r—=J �-— —— [B.OF.-4'-6°] r " - ------ T.O.WALL I ———— ——— — I [4-41 = L J a —'[B.O.F.-4'-6'] PROVIDE(4)#4 VERT. `�I 4 c FOUNDATION PLAN NOTES: ° 6 '7,�■ BARS AT PIER 50 1 410 I. TA.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION O-0 SIM 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POG -0 S,CUTUrS, 50.1 tib'-3° UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,A ALL OTHER 10 �'-10° W In GOORD.W/ARGH'L tl'-IOIS' 3 ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GE TEGHNIGAL, 50.1 c MECHANICAL,ARCHITECTURAL AND ALL OTHER DRAWINGS II'-0K' b.-0° IQ'-IU5° PRIOR TO CONSTRUCTION. 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE JI�"THICK'SPRIN6FIELD°GAP AND BASE a PLATES AT ALL LALLY COLUMNS. 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d o SPECIFICATIONS o h +288.17 3-T'-0 —--------------- --------------- •■ �■•� ■■ JLJ LJLJ LJL O 1 E I 1 I I t 1 I �- I tI -- i Lu >'10 N o% 1 ( C U Q C P 0 o I - 0UAU E i --i a: &u CO- �O 0 o i t 0 �„i¢3 c I i i U x t 3 I } U 1 I 1 •C U I I I Q I t I I � � I O------ Q 1 F D 1 - O Z O O +288.67 �t L � O � O 1 A O 1 I M f E 1 t 1 I N 1 1 I t to _ I W I t � 1 1 4 = - - ----- -- r----------- - - --- 1 1 +287.92 1 I (/) --+-- iv L-------------- LJj L, iv J O ----------------------- � � N UNIT TYPE'DI LEFT' 109 UNIT TYPE'DI LEFT' 109 NOTE: NOTE: O z �o SEE YL"=1'-0"SCALE DWG's ON"DI LEFT" SEE X"=I'-0"SCALE DWG's ON"DI LEF- J SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. Z ILL- O q)-F=lRST FLOOR PLAN ROOF PLAN SCALE: 1/8"=I'-0" 4 —- U -i 6i ------_--- SCALE:I/8"=I'-0" N Q � ------- -----------------� Lu Q 1••i E• •i J0 vUi I I I I I I JLJ LJLJ LJL --------- - - -------------------------------- 1 I - 1 I - I 1 � T.O.W.=288.232' r W — I i 3 O I 1 I I I M E I I iYlI W I _ O UJ I I 1 1 L 1 I I I I I I I 1 I I I I I I j I 1 I 1 I o I 3 Q 1 1 I I I I I I I I = O I I I I I I I • C/o) /\ O I I 1 I I 1 iLD�/J I ■■. -I i O W t I I U � i I I i i i +298.84 I i ILI I i 11 I I 1 1 I I z I 1 I I I 1 I - I I I I I o I 1 I i I I I I 1 I I I I - I II I r--------- T7 I ---------------J I I I I I I I I I z r------- I I I I -------------- 1 I I I I V.--a I z I I I I I I I ARA I I I I I I I I I z - 1 I i 1 I I 1 1 1 I I I I I I i 1 I I 1 I I I I I I I L-------- lF 1 I I I 1 I I I z 1 i I 1 1 I I /1. •V '� I z 1 1 I r------ I I I I I L---------------- --------------- ---------- -------1------------------------ - x Z-------------- UNIT TYPE'DI LEFT' 109 UNIT TYPE-DI LEFT' 109 NOTE: NOTE: x SEE X"=1'-0'SCALE DWG's ON"DI LEFT' SEE Yi."=1'-0"SCALE DWG'S ON"DI LEFT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. x BASEMENT FLOOR PLAN 3 SECOND FLOOR PLAN SCALE:1/8"=1'-0" & SCALE:1/8"=1'-0" Z Z W OD O E W r y�M Q)o U v ~N~ Q� A O C W U �G W O— 4) O ~ 6µ� 7 3 N Z o U Q 3T-O" 62'-O" cl FRFR TMNM NIA NNI NIMIMMI FE0 MMM L d FEI FEOTE-1 I R-1 2JhT.O.SUBFLOOR =- T.O.SUBFLOOR IRV —— --=------------ --- ® ®U7:: OI - - I T.O.SUBFLOOR T.O.SUBFLOOR I I I I I I I I Lp l J l IIIL-------J ---------------------- 1 = ( l��------------------------JI � II II ----------------------i-J -a L_JL_-------------------------II I I I r--------- 1 l l IT 1 1 I I w I I II II II II II II II II II - S T.O.SLAB ------11 -------�I------------------------------- �+ T.O.SLAB -------------------------------------------------------- ------- L-----------J Ll J r L---------------- I---------------J L------- -------------------------i 1j 11 V) ----------------------------------- UNIT TYPE'DI LEFT' 109 UNIT TYPE'DI LEFT' 109 I I J l Z --------�j r 1 O F_ NOTE: NOTE: SEEYc 1'-0'SCALE DWG's ON"DI LEFT" SEEY4"=1'-0"SCALE DWG's ON"DI LEFT" ; N SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. LU 0 _j 7C) N Lu i FRONT ELEVATION 3 LEFT ELEVATION 0 SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" O Z z W Q O X a LU ai J LU di � Q N 64'-0" Y E01 SE _. -- ® ®®® ®® = m o 3 2 T.O.SUBFLOOR ——_ —_—_—— T.O.SUBFLOOR211V _ 1 L _ 3 I _I T V) 7C) O IJNT.O.SUBFLOOR —— _O�I T.O.SUBF FT II _ II •� m II _ I I III - II *"" I 1 III II I I S Jk T.O.SLAB --_ iii �- ii _-_--- T.O.SL I I --- ----------------------------------------------------�-L---- .. Ir________________________________________________________________________J U -------------------)U -------------------1)U Il 1 l ri L------- UNIT TYPE'DI LEFT' 109 _--L___J L_J L-----------� NOTE: - Y UNIT TYPE'DI LEFT' 109 x SEE Ye"=1'-0-SCALE DWG's ON"DI LEFT" SET FOR ADDITIONAL INFO. y NOTE: - - SEEY4-=I'-0"SCALE DWG's ON"DI LEFT" SET FOR ADDITIONAL INFO. 4 LEFT ELEVATION SCALE:1/8"=1'-0" 2 REAR ELEVATION I SCALE: 1/8=I-0" z r Y' `z C IN FIEL EVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS LUSTER BBBwo wo A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS NIT �� low LEFT, 2 M L E Y 0 T A1.1 FLOOR PLANS Al ROOF PLAN 7 90245=1 1 0 3 A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE A3.o BUILDING SECTIONS RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS A3.2 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC Soso FOUNDATION PLAN 5 International Drive, Suite 114 soul DETAILS Rye Brook, NY 10573 S0.2 GENERAL NOTES S1.0 FIRST FLOOR FRAMING S1.1 DETAILS S2.0 SECOND FLOOR/ ROOF FRAMING NYS Uniform Fire Prevention & Uniform Building Code: S3.0 SH EARWALL PLANS 2020 Building Code of New York State 2020 Residential Code of New York State M-0 HVAC MECHANICAL, NOTES, SCHEDULES 2020 Fire Code of New York State M-1 HVAC BASEMENT FLOOR PLANS 2020 Energy Conservation Code of New York State M-2 HVAC FIRST & SECOND FLOOR PLANS 2020 Plumbing Code of New York State M-3 HVAC MECHANICAL ROOF PLAN 2020 Mechanical Code of New York State 2020 Fuel Gas Code of New York State E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2020 National Electrical Code E-1 ELECTRICAL BASEMENT FLOOR PLANS 2017 ICC 117.1 Accessible & Usable Building and Facilities E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS Project Criteria: P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS Use Group: R-3 P-1 PLUMBING BASEMENT FLOOR PLANS Construction Type: 50 P-2 PLUMBING FIRST & SECOND FLOOR PLANS Area: 4,726 sq.ft P-3 PLUMBING ROOF PLAN Volume: 43,397 cu.ft. Structural Consultant 7 Thurston Avenue Camera/O'neill Engineers Newport, RI 02840 117 Black Point Lane Portsmouth, RI 02871 CordtsenDesign.com 401.619.4689 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue Wyomissing, PA 09610 CORDTSEN DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) I. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, 1. FURNISH AND INSTALL REINFORCED CONCRETE AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT ACI BLOZDINGPAPEIb ASPHALT SATURATED FELT,ASTM D-226,TYPE I,15#OR TYVEK HOUSEWRAP MANUF.BY EV4*WCIOV•,yWQVG/GZMBVGGL4ZDOORS I%'PANELS WITH CLEAR%"INSULATED,ARGON FILLED,LOW-E, SHOWER HEAD TO TILE O2 SHOWER SURROUND INCLUDING ALL APPLICABLE STATE,CITY AND COUNTY BUILDING,ZONING,ELECTRICAL,MECHANICAL,PLUMBING 318,AM CRSI"MANUAL OF STANDARD PRACTICE'AND ASTM C-94.(SEE STRUCTURAL DRAWINGS FOR MORE Dl"4T,ON ROOF AND WALL SHEATHING.ALL INSTALLATION OF BUILDING PAPER TO BE LAYED SUCH THAT ALL TEMPERED GLASS.INCLUDE MANUFACTURERS STANDARD SCREEN DOOR.IF UNITS SHOW MUNTINS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX a CLOTHES DRYER EXHAUST BOX SEALED TO GWB LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVATIONS,PROVIDE MLNTIN BARS THAT ARE ADHERED TO INTERIOR a EXTERIOR SIDE OF GLASS,ALIGNING AND FIRS CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION 8 THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL BUILT-IN CABINETS TO GWB BAMAI VOVYAi�EVERANE.GRACE,ICE a WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.%'MUNTIN WIDTH TYPICAL,UNLESS .44< CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DRAWINGS). UNDERLAYMENT.SEE ROOFING SPEC.FOR MORE INFORMATION. STAIRWAYS IN CONTACT WITH EXT.WALL SEALED AT GWB DOCUMENTS TO THE ATTENTION OF THE ARCHITECT.SUBMIT COPIES OF INSPECTION REPORTS,NOTICES,ETC. LAMMINATEDVF.NEBRLUMBER(LVE).COMPLY WITH THE INSTRUCTION AND RECOMMENDATION PATTERN AS INDICATED ON THE EXTTERIORERROR ELEVATIONS.OF THE OTHERWISE NOTED.PAINT WOOD USED ON INTERIOR EXTRUDED ALUMINUM USED ON EXTERIOR;USE FIREPLACE BOX TO GWB TO OWNER AND ARCHITECT. 2. PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND COMBUSTION AIR SUPPLY DUCTS AND PIPES TO GWB EN7RYDOOR:W4'INSULATED FIBERGLASS BY JELDWEN,SEE EXT.ELEVATIONS FOR STYLE.PROVIDE TEMPERED FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESSIONAL METAL FLIES TO GWB 2. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATION AND ARE INTENDED TO SHOW 3. PROVISION MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL ENGINEER AND IN ACCORDANCE WITH THE NATIONAL RESEARCH BOARD(NRB.)ALL BUILT-UP LVL BEAMS TO BE SIDELITES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATION:ASTM E283, KITCHEN AND BATH EXHAUST FAN HOUSING TO GWS FRAMED USING HEAVY DUTY(3 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OFXo TOYe THICK, WATER RESISTANCE:ASTM E331,ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 28,THERMAL TRANSMISSION: ELECTRICAL BOXES a CABLE/PHONE BOXES TO GWB GENERAL REQUIREMENTS THROUGHOUT.DETAILS NOTED'TYPICAL'IMPLY ALL CONDITION TREATED ATTENTION PAID TO FOOTINGS AND OTHER ON-GRADE CONSTRUCTION PRIOR TO BACKFILLING AND ENCLOSING R-15.49(CALCULATED). SIMILARLY.MODIFICATION TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIATION. THE BUILDING. ADHERED CONTINUOUSLY.WATERPROOF ADHESIVE,ASTM ORS TO B FB=2800 PSI,I 2,,GAL 0 PSI,STAMPED WITH GRADE,MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A�6,PRIMED,GALVANIZED ASTM A-123, WL7VDOW.•MANUFACTURER MARVIN INTEGRITY WOOOALTREX,SHALL HAVE INTERIOR FACTORY-PRIMED WOOD WITH ((:) OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY43MED EXTERIOR PAINT FINISH.PROVIDE AND INSTALL 12' AIR SEALING MATERIALS-USE A C4""BINATION OF THE FOLLOWING: 3. THE CONTRACT DOCUMENTS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SOIL.BEARING CAPACITY OF 4000 PSI FOR FOOTINGS a PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT.DWG'S. GRACE'VYCOR PLUS%OR EQUAL,AT HEADS,JAMBS AND SILL PANS OF ALL EXTERIOR WINDOWS;APPLY DIRECTLY TO CAULK-SEALS GAPS LESS THANYz'WIDE SUITABLE FOR THE INTENDED USE OF THE OWNER.ANYTHING NOT EXPRESSLY SET FORTH,BUT WHICH IS FOUNDATION WALLS,3000 PSI FOR SLABS. PARALIAMPARA LELSTRANDLUMBEROW,I:COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE SHEATHING,PRIOR TO INSTALLING WINDOW.PROVIDE a INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES Z Z u+ (1)4.� E 0. REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT,SHALL BE INCLUDED. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND COASTAL ENVIRONMENT,SALT WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECTION a BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS W V'= c N u FABRICATION OF THE PSL SHALL BE AS MNvlFACT1RED BY WEYERHAEUSER ILEVEL.MODULUS OF ELASTICITY FOR I"-� >o c 0• 5. COORDINATE UNDER-SLAB AND THROUGH-WALL PLUMBING,DRAINAGE ADD OTHER RELATED WORK. FINISH OF HARDWARE a WINDOW ALUMINUM PAINT COLOR PRIOR TO ORDERING.WITS TO HAVE CLEAR INSULATED, GA�� ,� Q_ rn BEAMS SHALL BE 1,016,535 PSI,COLUMNS SHALL BE 914,880 PSI.FB BEAMS SHALL BE 2,900 PSI,COLUMNS 2.400 ARGON FILLED,LOW E GLASS.WINDOW MAVIFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY c W V Of 4. ALL DRAWINGS SHALL BE FULLY COORDINATED BY CONTRACTOR TO VERIFY ALL DIMENSION,LOCATE BUILDING WRAP-INSTALLED OVER EXT.SHEATHING,SEALED WITH TAPE AT JOINTS c y- PSI.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PANT AS NOTED 0:C Lu GLASS WHERE REQUIRED BY STATE CODE.ALL OPERABLE UNITS SHALL HAVE INTEGRAL SCREENS.IF UNITS SHOW DEPRESSED SLABS,SLOPES,DRAINS,OUTLETS,RECESSED REGLETS,BOLT SETTINGS,SLEEVES,ETC. 6. CUB CONCRETE BY KEEPING MOIST A MINIMUM OF 72 HOURS. IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH SHEET GOODS-WOOD SHEATHING,GYPSUM WALL BOARD,RIGID INUATION,TAPED EDGES °o �c MUNTINS ON EXTERIOR ELEVATION M,PROVIDE MIIN BARS THAT ARE TO INTERIOR 8 EXTERIOR SIDE OF gib METAL-EDGES CAULKED H STRUCT.DWG's. S. THE CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM FORMS:FORM MATERIALS TO CONFORM TO ACI 547,PS 1-74. PARAU"PLUSPARALL STRANDLUMBER(PSLPLL5).COMPLY WITH THE INSTRUCTION AND GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.�'MUNTIN WIDTH POLYETHYLENE PLASTIC-EDGES AND PENETRATIONS TAPED AND SEAED U U r,Z o MATERIALS ,L RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION ��•UNLESS OTHERWISE NOTED.PANT WOOD MUNTINS USED ON INTERIOR,EXTRUDED ALUMINUM USED ON DETERIORATION OR DAMAGE. RERVFORCDVGBARS:DEFORMED STEEL,ASTM A-615,GRADE 60. WEATHERSTRIPPING-SEAL MOVEABLE COMPONENTS SUCH AS DOORS,WINDOWS,ETC. oe V DOCUMENTS.PLUS PSL FOR USE IN WET LOCATION AND IS A FACTORY MATAFACTIRED PRESSURE TREATED EXTERIOR.USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS.CONTRACTOR HAS THE OPTION TO HAVE Q REINFbRC�VGMESH:WELDED STEEL WIRE FABRIC,ASTM A-I85. PRESERVATIVE PROTECTION PRODUCT.PROVIDE PT PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28%.THE THE WINDOWS DELIVERED WITH THE EXTENSION JAMBS NOT INSTALLED,TO MAKE IT EASIER TO INSTALL INTERIOR MASTIC-SEALS AR HANDLERS,DUCT CONNECTIONS AND JOINTS 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, CEMENT.PORTLAND CEMENT,ASTM C-150,TYPE I OR 11. DESIGN AND FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER ILEVEL.CONNECTORS TO CUSTOM SILL APRON AT MULTIPLE WINDOWS.PROVIDE SHOP DRAWINGS TO ARCHITECT,FOR REVIEW. U U81 OR FOIL FACED TAPE-TEMPORARY SEAS AR HANDLER,DUCTS-NOT ACCEPTABLE TECHNIQUES,OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE WATER:CLEAN,POTABLE AND NON-DETRIMENTAL TO CONCRETE. BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PANT AS NOTED IN CONTRACT OVERIEADDOOR: SELECTED BY OWNER.PRIME a PANT ALL SIDES.PROVIDE SHOP DRAWINGS TO ARCHITECT, ACOUSTIC SEALING GUIDELINES QED DRAWINGS OR THE REQUIRED CODES. AGGREGATE:FINE AND COARSE,NORMAL WEIGHT AGGREGATES,ASTM C-33. DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT. FOR REVIEW.GARAGE DOOR OPENER SELECTED BY OWNER. I. AR-BORNE SOILND:WALLS,PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING WITS FROM ADAMMAtE&-AR-0NTRAINED TYPE,ASTM C-260 AND WATER REDUCING TYPE A.ASTM C-494.ALL CONCRETE DWG's. FINISH CARPENTRY AND MILLWORK Q. 7. CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR ALL NECESSARY PERMITS REQUIRED TO PERFORM THE EXPOSED TO FREEZING a THAWING:6%-8%.OTHER CONCRETE:2%-4%. nFICAL EXTERIOR WALL:2x6 WOOD STIRS Q I6'o.c.,UNLESS OTHERWISE NOTED EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RATING OF WORK.SUBMIT COPIES TO OWNER AND ARCHITECT. CONCRETEAIDIC CONCRETE READY MIX,ASTM C-04,3000 fl 4000 PSI COMPRESSIVE AT 28 DAYS. 77PICALRVTEUORWAL&2x4 WOOD STUDS Q I6'o.C.,UNLESS OTHERWISE NOTED FURNISH AND INSTALL THE FOLLOWING: NOT LESS THAN 50(45 FIELD TESTED)FOR AIR-BORNE NOISE. Q VAPORBARRffR•LOCATE PER DRAWINGS,10 MIL POLYETHYLENE,ASTM D-2103. IN7FJUOR TRAP.SELECTED BY OWNER.NOTE NO INTERIOR FINISH WORK IS TO BE STARTED UNTIL A WATER-TIGHT SHELL IS ACHIEVED. Bi 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE PREFIORMEDJOIMFffbE&Ye ASPHALT IMPREGNATED FLEXICELL. THERMAL AND MOISTURE PROTECTION CZMETSIMVINGABARS:SELECTED BY OWNER. 2.STRUCTURE-BORNE NOISE:FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING-UNITS FROM EACH OTHER OR * f PROJECT SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT IS DOVETA[LANCHORSLOTS 22 GA GALVANIZED STEEL. 1. FURNISH AND INSTALL THE FOLLOWING: GIATSSHOWERENCLQSUREABAMMIRRORS SELECTED BY OWNER. FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN IMPACT INSULATION CLASS(IIC)RATING OF NOT LESS THAN 50 r REQUIRED TO BE ON SITE DURING ANY CONSTRUCTION ACTIVITY,INCLUDING WORK BEING DONE BY FIASHDVGREGLE7S GALVANIZED STEEL. AlCFMV&BAT fCABLVETS/COUNTEAS:SELECTED BY OWNER. (45 FIELD TESTED)FOR STRUCTURE-BORNE NOISE. SUBCONTRACTORS.IN ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOUNDATION WALL FffQW.•AS CAST WITH THE FINS REMOVED,HOLES AND HONEYCOMBING FILLED a FLUSH CUT 2. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATION AS SPECIFIED HEREIN:ASHRAE HANDBOOK X7 CHEW&BATAPLUMBINGFEr URESAAPPLIANCM SELECTED BY OWNER. Q SUPERVISE ALL CONSTRUCTION ACTIVITY AND INSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE WITH THE TIES.RUB WITH CONCRETE BRICK TO SMOOTH PROJECTION AND ROUGH SPOTS. OF FUNDAMENTALS. ELECTRICAL FL>MMEE-SELECTED BY OWNER. 3.OPENINGS AND PENETRATIONS IN CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES,RECESSED CONTRACT DOCUMENTS. FZOORSLABS(EVYERIOR)FINEW.-SMOOTH,STEEL TROWEL FINISH.INSTALL CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH'ARCHITECTURAL SHEET METAL MANUAL'BY DOOR HARDWARE:SELECTED BY OWNER. CABINETS,BATHTUBS,SOFFITS OR HEATING,VENTILATING OR EXHAUST DUCTS SHALL BE SEALED,LINED AS REQUIRED SMAACNNA. AEDICM CABINET:MEDICINE CABINET TO BE LOCATED IN EACH BATHROOM(MC).SELECTED BY OWNER. INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED STC RATING OF THE ASSEMBLY. 9. CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCIVORBOLTS Yf DIAL(MIN.)PLACED W-O"O.C.(MAX.)INTERMEDIATE SPACING MINIMUM(2)BELTS PER PLATE BVTERIORSTALIM PROVIDE ALL REQUIRED STRUCTURAL ANALYSIS AND DESIGN FOR SELF-SUPPORTING WOOD ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE SECTION,12'MIN.FROM PLATE END. 3. GALVANIZED SHEET FLASHING SHALL CONFORM TO ASTM A 653/A 653M WITH ZINC COATING OF 1.25 OZ.PER STARS.STARS SHALL BE SELF-SUPPORTED FROM ONE FLOOR TO THE NEXT.ALL PARTS OF THE STAR SELECTED 4.FLOOR ASSEMBLIES THAT ARE CARPETED GENERALLY MEET THE MINIMUM IIC REQUIREMENTS.FLOOR SQ.FT.AND.20%COPPER BEARING,24 GA.DESIGNATION G 90 HOT DIPPED GALVANIZED,MILL PHOSPHATIZED. BY OWNER. PROCEEDING WITH THE WORK.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ASSEMBLIES WITH HARD SURFACE FINISHES SUCH AS TILE,WOOD OR VINYL GENERALLY REQUIRE ADDITIONAL Ems,DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS,OF WHICH THE CONTRACTOR FAILED STRUCTURAL STEEL BLIM70AWTERRAIM EXTERIOR IYi BLUESTONE.RANDOM,RECTANGULAR SHAPED SLABS AT ALL EXTERIOR ACOUSTICAL TREATMENT OR INSULATION TO MEET THE MINIMUM IIC REQUIREMENTS. I. FURNISH AND INSTALL THE FOLLOWING,AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION a 4. NON4EINFORCED FLEXIBLE BLACK ELASTIC SHEET FLASHING 50 TO 65 MILS THICKNESS SHALL COMPLY WITH TERRACES AND LANDINGS,AS SHOWN ON THE SITE AND/OR FLOOR PLANS a DETAILS.STONE TO BE SET IN I' TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORM(. THE FOLLOWING:SHORE A HARDNESS:ASTM D-2240,TENSILE STRENGTH:ASTM D-412,TEAR RESISTANCE: MORTAR BED ON CURED,SLOPED CONCRETE SLAB.VERIFY STONE TYPE AND PATTERN WITH ARCHITECT PRIOR TO THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL DRAWINGS). 5.THE FIRST ESSENTIAL FOR AIRBORNE-SOUND ISOLATION USING ANY SYSTEM IS TO CLOSE OFF AR LEAKS AND/OR N ASTM D-624,DIE C-ULTIMATE ELONGATION:ASTM D-412,LOW TEMP.BRITTLENESS:ASTM D-1149,OZONE ORDERING.PROVIDE CONISTENTYZ MORTAR JOINTS,COLOR a TEXTURE TO BE APPROVED BY ARCHITECT.INSTALL Z IO. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSION AND JOB CONDITION AT THE JOB FLANKING PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR HOLES WILL AGING:ASTM D-1149,HEAT AGING:ASTM 0�573. CONTROL AND EXPANSION JOINT'S AS REQUIRED. 0 SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE WORK. STEELSIVAPEXPL47FSANDBARS.ASTM A-992,ASTM A-36. EXTERIORDOORANDWINDOWCASING.CELLULAR PVC,AZEK OR EQUAL.5/4 x6 JAMBS a HEALS w/XV SCOTIA INCREASE THE SO"TRANSMISSION AT THE HIGHER FREQUENCIES.THIS CAN HAVE A DETRIMENTAL EFFECT ON N RECTANGULARSTEEL TUBECOLtIMm-STRUCTURAL COLD-FORMED STEEL,ASTM A-500,GRADE B. 5. 16 OZ.COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS.INSTALL RED COPPER WHERE a 5/4 SLOPED CAP,2'HISTORIC SILL.FIELD CUT TO FIT THE REQUIRED SIZE.REFER TO EXTERIOR ELEVATIONS AND THE OVERALL ACOUSTIC PERFORMANCE AND THE STC VALUE,PARTICULARLY FOR HIGHER ACOUSTICALLY RATED W II. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH,DEBRIS AND SHALL PROTECT CDLD-FORMED METAL FRAMING.C-SHAPED STEEL STUDS,18 GA.ASTM A-"6. SOLDERED JOINTS a SEAMS ARE REQUIRED.INSTAL.RED COPPER FLASHING AT ALL DRIP CAPS,DRIP EDGES AT DETAILS FOR SPECIFIC LOCATIONS OF EXTERIOR TRIM. SYSTEMS.FAILURE TO OBSERVE SPECIAL CONSTRUCTION PRECAUTION CAN REDUCE THE EFFECTIVENESS OF w ALL ADJACENT WORK FROM DAMAGE,SOILING,PANT OVERSPRAY,ETC.ALL FIXTURES,EQUIPMENT,GLAZING, STEEL PIPE:ASTM A-53 TYPE E OR S.GRADE B. RAKES AND EAVES,STEPPED AT ROOF INTERSECTIONS WITH WALLS,ABOVE EXTERIOR RUNNING TRIM,HEADS OF Mar-EXTERIOR TRAM:Ix THICK CELLULAR PVC,AZEK OR EQUAL.Ix CELLULAR PVC SHEET WHEN REQUIRED TRIM THE PLANNED SOUND CONTROL METHODS. FLOORS,ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. ANCHORBOLER ASTM A-307. WINDOWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN Id'.5/4 THICK PVC SHALL BE USED AT LOCATIONS THAT ARE ADJACENT TO ANY WALL SIDING. BOLTS ASTM A-325,3'i DIA. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CUT TO FIT REQUIRED SIZE. 6.SYSTEMS SHALL BE AIRTIGHT.RECESSED WALL FIXTURES SUCH AS MEDICINE CABINETS,OR ELECTRICAL, 12. SHOP DRAWINGS ARE REQUIRED FOR STRUCTURAL,MECHANICAL,ELECTRICAL AND SPECIALIZED 19VSTALLATTON.COMPLY WITH CURRENT A/SC CODES AND SPECIFICATION AND WITH AWS*STRUCTURAL WELDING NOTE:ALL FLASHINGS SHALL LAY SUCH THAT AL.LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS EXTERIORRAff"GTANDBALUS/ERS SELECTED BY OWNER. TELEPHONE,AND TELEVISION DEVICES,WIRING,SPRINKLER PIPES,ETC.,WHICH PENETRATE THE GYPSUM BOARD, CONSTRUCTION.SHOP DRAWINGS SHALL B E'E SUBMITTED TO THE ARCHITECT FOR REVIEW FOR CONFORMANCE COD AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL WORK FROM LOW POINT TO HIGH POINT.WATER-TIGHT,WEATHERPROOF PERFORMANCE OF FLASHING AND p�RIORPORCIVCElLEVf S/EAVESOFH Ix6 BEADBOARD CELLULAR PVC,AZEK OR EQUAL.SHALL BE DOUBLE SHEAR CONNECTIONS DETAILED IN SHALL NOT BE LOCATED BACK-TO-BACK OR IN THE SAME STIR CAVITY.ANY OPENING FOR SUCH FIXTURES AND WITH THE DESIGN INTENT OFTHE WORK.IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, ACCORDANCE WITH ASC REQUIREMENTS FOR SIMPLE CONNECTION.CONNECTION SHEET META.WORK IS REQUIRED,WITHOUT RELYING ON SEALANTS. EXTERIOR COLUMNCOVEIM HBaG PERMACAST FIBERGLASS FOR LOAD BEARING.HBaG PERMAWRAP CELLULAR SHALL BE BOLTED OR WELDED. FOR PIPING OUTLETS SHALL BE CURT TO THE PROPER SIZE AND SEALED.ELECTRICAL DEVICES SHUT BE THE CONTRACTORS SHALL BE BOW DL L TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURERS WEL7VGELECIRODES COMPLY WITH AWS DI.I CLASS E-70 ELECTRODES. PVC FOR NON-LOAD BEARING,SEE EXT.ELEVATIONS FOR SIZE a STYLE.BACKPAINT METAL FLASHINGS WITH BITUMINOUS PANT WHERE EXPECTED TO BE IN CONTACT WITH FURNISH AND INSTAL.THE FOLLOWING: INSTALLED IN FULL BOXES AND SEALED WITH A NON-HARDENING SEALANT,SUCH AS 3M BRAND FIRE BARRIER C) SPECIFICATION MD NE/OR RECOMMENDATIONS. PREMPARV7%TMEC 99 OR FABRICATOR'S STANDARD RED OXIDE. CEMENTITIOUIS MATERIALS OR DISSIMILAR METHS. GYPSUM WALL BOARD. MPP 4S MOLDABLE PUTTY PAD OR EQUAL' Z G4LVAN7217VG:ASTM A-123. WATER4&WTANT,•Yz'IMPERIAL GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS. O 13. ALL MANUFACTURERS PRINTED WARNINGS FOR HANDLING OF PRODUCTS MUST BE STRICTLY OBSERVED.THE GROU NON-SHRINK,NON-METALLIC PREMIXED GROUTING COMPOUND. 6. ALUMINUM GUTTERS AND DOWNSPOUTS PER SMACNA.SEE DRAWINGS FOR LOCATION.GUTTERS:CONT. FMERATEDTYPE'7-.%'GYPSUM BOARD ON WALLS a CEILINGS OF GARAGE. 7.THE ENTIRE PERIMETER OF AN ACOUSTICAL ASSEMBLY SHALL BE MADE AIRTIGHT TO PREVENT SOUND Q) N UF T: WORDS'OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE EXECU770N.PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED.NO BURNING OF HOLES.DO NOT USE 'OGEE'STYLE,4,Y4 HIGH x 6'WIDE w/BRACKET HANGERS Q 18'o.t.DOWNSPOUTS:CONT.2Yi x 4Ya, VENEER PLASTER:ONE COAT VENEER PLASTER ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS,IN TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND FLANKING AROUND THE ASSEMBLY MD THROUGH )- - O PRODUCTS OF ACCEPTABLE MANUFACTURERS,WHICH HAVE BEEN IN SATISFACTORY USED IN SIMILAR SERVICE CUTTING TORCHES IN THE FIELD FOR CORRECTING FABRICATION ERRORS IN THE STRUCTURAL FRAMING. CONNECTED TO PVC DRAINS;REFER TO CIVIL DRAWINGS FOR MORE INFO.ON PVC DRAINS. ACCORDANCE WITH ASTM C-587,C-754,C-844.FINISH OF PLASTER ON WALLS AND CEILINGS SHALL BE SMOOTH ASSEMBLY PENETRATION.FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN Q N FOR THREE YEARS.USE EXPERIENCED INSTALLERS WITH MINIMUM THREE YEARS INSTALLING SAID PRODUCT. TOUCH-UPPAWT.•IMMEDIATELY AFTER ERECTION,CLEAN FIELD WELDS,BOLTED CONNECTION AND ABRADED a READY FOR PANT. THE STC RATED ASSEMBLY MD ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND SIMILAR U V DELIVER HANDLE,STORE,AND INSTAL.MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. AREAS OF THE SHOP PANT.APPLY PANT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7. ROOF SHINGLES SHALL BE ASPHALT-FIBERGLASS COMPOSITION THREE TAB,CONFORMING TO U.L.CLASS'A' ACCEMAL Mu FIBERGLASS MESH JOINT REINFORCEMENT,GALVANIZED STEEL CORNER BEADS,VINYL'J' SURFACES WHERE PERIMETER RELIEF IS REQUIRED.THE SPACING AND NUMBER OF MECHANICAL FASTENERS IS N -r- PANTING.USE GALVANIZING REPAIR PANT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER FIRE RESISTANCE,U.L.WIND RESISTANCE ASTM D3462 a ASTM D3018 TYPE I WITH A MIN.30 YEAR MANIF. CHANNEL,CASING BEADS,CONTROL JOINTS,ETC.AS NEEDED. ALSO OF GREAT IMPORTANCE IN ACHIEVING A LISTED STC OR IIC RATING. L.L Q � 14. ALL CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS REFERENCED IN THE CONTRACT AND PROTECT FIELD WELDS IN GALVANIZED MEMBERS. WARRANTY.COLOR AS SELECTED BY ARCHITECT.SHINGLES SHALL BE INSTALLED PER MANUFACTURERS CERAAQC77LE:CERAMIC TILE,MARBLE TILE a ACCESSORIES COMPLYING WITH TILE COUNCIL OF NORTH AMERICA U _#__ DOCUMENTS SHALL BE THE LATEST EDITION. QUALn7CONTROL:INSPECTION OF FIELD WELDS SHALL BE IN ACCORDANCE WITH AWS'STRUCTIRA.WELDING INSTRUCTION.PRIOR TO INSTALLING SHINGLES,INSTALL GRACE'ICE a WATER SHIELD'OR APPROVED EQUAL, INC.IN COLORS AND PATTERN SELECTED BY THE OWNER FROM STANDARD COLORS AND PATTERNS OF THE 8,PERIMETER SEAS IN WALL ASSEMBLIES:IN ORDER TO BE EFFECTIVE FOR THE LIFE OF THE BUILDING,SEALANTS LU -"' �� ` CODE.'INFECTION OF FIELD ASSEMBLED BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION 6,A/SC. SELF-ADHERED,RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES,EAVES,RAKES,VALLEYS,HIPS, APPROVED MANUFACTURER.MANUFACTURER TO BE AMERICAN OLEAN FOR CERAMIC TILE AND MARBLE TECHNICS MUST BE RESILIENT AND NON-HARDENING.STANDARD WEATHER CAULKING IS UNSATISFACTORY AS AN Q � Z ROOF-TO-WALL INTERSECTIONS,AROUND AL.ROOF PROJECTION,AND ENTIRE ROOFS THAT ARE FLATTER LTD.FOR MARBLE TILE OR EQUAL.INSTAL-IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS CONTAINED IN Z 15. THE CONTRACTOR SHALL MAKE NO STRUCTURAL.CHANGES WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ RO "+ ACOUSTICAL SEALANT SINCE IT TENDS TO HARDEN OVER TIME.PLACEMENT OF THE SEALANT IS CRITICAL.THE THAN A 3:12 SLOPE,DIRECTLY TO OF SHEATHING.INSTALL'ICE a WATER SHIELD'FROM THE EDGE OF THE THE 2008 TILE COUNCIL OF AMERICA?iANDB00K FOR CERAMIC TILE INSTALLATION'AND ANU'ACTUARERS ENGINEER. ROUGH CARPENTRY PURPOSE OF THE SEAM.IS TO PROVIDE A RESILIENT CLOSURE BETWEEN ONE SiDE OF AN ASSEMBLY AND THE � 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODE MODIFICATIONS AS ROOF TO MINIMUM 24'INSIDE THE EXTERIOR WALL LINE.INSTALL-PER MANUF.INSTRUCTIONS. INSTALLATION INSTRUCTIONS.ALL WALL a CEILING TILE TO BE INSTALLED ONAF REIN.CEMENTITIOUS BOARD. OTHER WHICH REDUCES CL DES THE POTENTIAL FOR FLAMING NOISE TRANSMISSION.THE PREFERRED PROCEDURE IS SPECIFIED HEREIN: HARDWOOD FLOOR:PRE-FINISHED AND INSTATED PER MANUFACTURERS INSTRUCTION.MATERIAL TO BE T8G � w 16. CONTRACTOR SHALL PROVIDE,PAY FOR AND MAINTAIN,BUT NOT BE LIMITED TO,THE FOLLOWING SERVICES 8. WALL SIDING SHALL BE HORIZONTAL"HARDIE PLAN('LAP SIDING WITH 5V,.EXPOSURE.COLOR AND TYPE SHALL I'x2'OR AS SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL BOARD WITH A MINIMLRMYc'GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL U i LLi A.AMERICANS INSTITUTE OF TIMBER CONSTRUCTION: NANDARNS MANUAL VBMSHEETFLOOR:COMPLIES WITH FEDERAL STANDARD.FS L-F-475.TYPE II,GRADE W.THICKNESS.080, AND AIM AT THE SUBFLOOR.SEALANT SHOULD BE APPLIED TO FILL THE PERIMETER GAP BETWEEN THE DURING CONSTRUCTION:POWER,METERING,TELEPHONE,FAX,CONSTRUCTION EQUIPMENT,DEWATERING AND BE SELECTED BY ARCHITECT.INSTALL OVER I5#BUILDING PAPER OR TYVEK HOUSEWRAP.INSTAL_PER ).- DURING NATIONAL FOREST PRODUCTS ASSOCIATION:NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION Lu U Q PUMPING,HEATING,LIGHTING AND ACCESS.CONTRACTOR SHALL PROVIDE,BUT NOT BE LIMITED TO,THE G SOUTHERN PINE INSPECTION BUREAU:STANDARD GRADING RILES FOR SOUTHERN PINE LUMBER MANFACTURERS INSTRUCTION. SHEET WIDTH 6'-W.INSTALLED PER MANUFACTURERS INSTRUCTION.MATERIAL TO BE TaG I'x2'OR AS SELECTED GYPSUM WALL BOAR AND THE SURROUNDING FLOOR,WALL AND CEILING COMPONENTS.CAULKING SHOULD NOT 0 <n 0 FOLLOWING SECURITY AND PROTECTION:FIRE EXTINGUISHERS,BUILDING ENCLOSURE AND LOCKUP, D. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. BE PLACED BENEATH THE SILL PLATE OR RUNNER TRACK OF A WALL ASSEMBLY. ENVIRONMENTAL PROTECTION,PEST CONTROL,SNOW MD ICE REMOVAL.CONTRACTOR SHALL PROVIDE (TPI-74). 9. INSTAL.WATERPROOFING a PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE RESQ,[EM FLOOE INSTATED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. SANITARY FACILITIES,DRINKING WATER,CLEANING AND RUBBISH DISPOSAL. E. AMERICAN PLYWOOD ASSOCIATION:GUIDE TO PLYWOOD FOR FLOORS,PLYWOOD SHEATHING FOR WALLS AND FOUNDATION WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385. CARPETFLOOR.INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. 9.INSULATION INDICATED TO BE PROVIDED IN A WALL ASSEMBLY SHALL BE THE SAME DEPTH AS THE WALL STUD ROOFS INSTALL ONLY A TER ALL SUBSTRATE AND PENETRATION WORK IS COMPLETE,FOR CONTINUOUS SEAL. PAINT,INSTATED PER MANUFACTURERS INSTRUCTION.ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE � FRAMING.UNLESS OTHERWISE REQUIRED BY CODE,REGULAR UN-FACED GLASS FIBER OR MINERAL WOOL F. AMERICANS WOOD PRESERVERS ASSOCIATION STANDARDS. INSTALL PER MANUFACTURERS INSTRUCTIONS. (1)PRIMER COAT AND(2)FINISH COATS,EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES.TOP 8 BOTTOM O 17. CONTRACTOR SHALL PROVIDE THE FOLLOWING,PRIOR TO SUBSTANTIAL COMPLETION:PUNCH LIST, OF AT DOORS TO BE PAINTED.ALL PANT SURFACES SHALL BE CLEAN PRIOR TO PANTING.APPLICATION MAY BE INSULATION IS ACCEPTABLE.DO NOT OVERSTUFF THE INSULATION,AS THIS WILL REDUCE THE ACOUSTICAL SUPPORTING DOCUMENTATION,WARRANTIES,CERTIFICATION,OCCUPANCY PERMIT,STARTUP AND TESTING OF 2. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER 10. SINGLE PLY EPDM MEMBRANE ROOFING,60 MILS THICK,FULLY ADHERED,SUE-SEAL DESIGN A.BY CARLISLE OR BY BRUSH,ROLLER OR BY SPRAY IF PANT IS FORMUALTED FOR SPRAY APPLICATION.INTERIOR PANT SHALL BE PERFORMANCE OF THE ASSEMBLY. BUILDING SYSTEMS,CHANGE OVER OF LOCKS AND RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTIONS TONSTRUCTION MANUAL.' APPROVED EQUAL.INSTALL PER MANUFACTURERS INSTRUCTION. M.A.B.OR APPROVED EQUAL.READY-MIXED PANT SHALL NOT BE THINNED,EXCEPT AS PERMITTED IN THE FOLLOWING,PRIOR TO FINAL ACCEPTANCE:FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS AND APPLICATION INSTRUCTIONS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PANT MANUFACTURER FOR 10.RESILIENT METAL COMPONENTS:RESILIENT CHANNELS SHALL BE DIETRICH RC DELUXE RCSD.RESILIENT r COMPLETED PUNCH LIST. 3. ENGINEERED LUMBER INDICATED HAS BEEN SELECTED BASED ON MICROLAM LVL AND PARALLAM PSL PRODUCTS 11. FLEXIBLE,100%WATER-BLOWN,OPEN a CLOSED CELL POLYISOCYANATE SPRAY FOAM INSULATION.FIBERGLASS PROPER PANT AND PRIMER TO BE USED ON CELLULAR PVC.ALL NAIL HOLES a ROUGH FINISHED WOOD TO BE FILLED CHANNELS POSSESS A SPRING ACTION TO DECOUPLE AND ISOLATE THE COMPONENTS THEY CONNECT,WHILE BY WE1�1AU1SER.PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED ATONABLE BATT INSULATION,DEPTH DETERMINED BY STUD OR JOIST.INSTALL JUST BEFORE GYPSUM BOARD AND AFTER AND SANDED BEFORE APPLYING PRIMER OR POLYURETHANE.LIGHTLY SAND BETWEEN COATS. PROVIDING THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS.A CONCERN IN THE INSTALLATION OF s SITE WORK STRESSES AND SECTION PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED. ROUGH ELECTRICAL AND PLUMBING.INTERIOR WALLS REQUIRING SPRAY FOAM WILL NEED ONE SIDE TO HAVE SPEC]ALTIES KITCHEN ACCESSORIES,BATH ACCESSORIES,FIREPLACE HARDWARE a MISC.ITEMS PER OWNERS GYPSUM WALL BOAR ON RESILIENT CHANNELS IS THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE tt I. PERFORM ALL WORT(IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS COMPACTION,GEOLOGICAL N 2: 4. DESIGN,FABRICATION AND INSTALLATION OF TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN GYPSUM BOARD INSTATED PRIOR TO SPRAYING.INSTALL THE FOLLOWING PER MANUFACTURERS INSTRUCTIONS: SCHEDULE AND SPECIFICATION.ALL ITEMS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. FASTENER THE FASTENER SHOULD NOT EXTEND INTO THE STUD OR JOIST,THUS SHORTING OUT THE 41, REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT.IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: EXTERIOR WAILS:R-21 OPEN CELL SPRAY FOAM. RESILIENCY OF THE SYSTEM.AN EFFECTIVE INSTALLATION TECHNIQUE IS TO PLACE SCREWS ONLY BETWEEN - - , ABSENCE OF THE NECESSARY SUBSURFACE SURVEY,THE CONTRACTOR SHALL HIRE A LICENSED SOILS A.SUPPLEMENT TO ENGINEERING BULLETIN#SE-266,DATED 4-19-60 OF A.S.DIVISION FHA 1-4-0I. ROOF%EXPOSED CEMEV"CAN77LEVE%OVERHANGM~R-38 OPEN CELL'X'SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES STUDS OR JOISTS.THE CHANNEL MUST ALSO BE FREE TO FLOAT UPON INSTALLATION AND THUS A MINIMUMYi L.L. -L B.INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS REPORT#17414.5,DATED 9-6-86. BARRIER. I. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT AR INFILTRATION.THE SEALING 3 UJ O ENGINEER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT.IF A CLEARANCE BETWEEN IT AND THE ADJACENT ASSEMBLY IS REQUIRED.THE RESILIENT CHANNEL SHALL BE ;, DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS,CONTRACTOR SHALL NOT PLACE C.DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.O.I.70. BANDJOLSTS R-21 OPEN CELL SPRAY FOAM. METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. INSTATED PER MANUFACTURERS INSTALLATION INSTRUCTION. RAfJOHM-R-38 CLOSED CELL SPRAY FOAM. O FOUNDATION WITHOUT WRITTEN INSTRUCTION FROM THE ARCHITECT/ENGINEER. 5. FOR TRUSS CHORD AND WEB MEMBERS,PROVIDE DIMENSION LUMBER OF ANY SPECIES,GRADED VISUALLY OR t G41?AGECF.ILL?VG:R-30 OPEN CELL SPRAY FOAM. L MECHANICALLY,AND CAPABLE OF SUPPORTING REQUIRED LOADS WITHOUT EXCEEDING ALLOWABLE DESIGN PART'YSEPAR47YONWALL.3Yz FIBERGLASS BATT ATTENUATION. 2. OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULKING MATERIALS OR 11.PIPES AND ELECTRICAL CONDUITS SHALL BE CONCENTRICALLY PLACED WITHIN THE WALL AND FLOOR/CEILING ^ co 0 2. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL.ALL CONCRETE FOOTINGS SHALL VALUES ACCORDING TO AFBPA'S'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'AND ITS pQE�pp ROCK VV00L OR THERMA FIBER TO ACHIEVE RATING. CLOSED WITH GASKETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. ASSEMBLIES,UNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES. 3 � r- BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL.BOTTOMS OF FOOTINGS SHALL BE T-6*BELOW FINISH 'SUPPLEMENT'. JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE t /11 N G�IJPAGESEPARAT70NWALL:R-21 FIBERGLASS BAT". VJ GRADE(MIN.) UHFVVMLEWFIVMW BASEMF,NTSEPARA77ONWALL:R-15 FIBERGLASS BATT. VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION 12.REFER TO OTHER DRAWINGS,DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO WALL ; r� V`^ r- 6. FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. l/NFQV/SHEDBASEMEIVTCE�VG:R-30 FIBERGLASS GATT. MATERIMATERIALSSHUT ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. AND FLOOR/CEILING ASSEMBLIES. .- ^ in3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN HALF THE 7, UNLESS OTHERWISE NOTED,FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY FL'N�D BASBMENT'CEILIIVG.R-30 OPEN CELL SPRAY FOAM. _ cy- J HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE LOADS FQVEMOPERI ETERBASEAENTWALL.R-14 CLOSED CELL SPRAY FOAM. 3. OUTDOOR AR INTAKE AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED 13.THE FOLLOWING ITEMS SHALL BE CAULKED,GASKETED,OR OTHERWISE ACOUSTICALLY TREATED,WHEN z 0- .. N INDICATED ON DRAWINGS WITHIN PARAMETERS LISTED. MUDSHJ-FOAM SILL SEALER BETWEEN ALL EXTERIOR WALL MUDSILLS AND CONCRETE FOUNDATION WALL. WITH NOT LESS THAN A CLASS I MOTORIZED,LEAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 OCCURRING AT DWELLING UNIT SEPARATION WALLS,CORRIDOR WALLS,AND FLOOR/CEILING ASSEMBLIES. z } 4. ALL BACKFILL AT STRUCTURES,SLABS,STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR FILL.PLACE IN DOORSANDWINDOW CONTINUOUS,LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS,ADJACENT TO CFM PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED e 8. SHOP DRAWINGS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROPOSED FRAMING.NOTE:DO NOT FILL ENTIRE VOID,TO PREVENT FRAME DISTORTION.APPLY MINIMUM AMOUNT OF TO BE USED W BUILDINGS LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE. 8'LAYERS AND COMPACT TO 95%MAXIMUM DRY LENITY DETERMINED IN ACCORDANCE WITH ASTM D-1557. CONSTRUCTION,SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.SHOP FOAM REQUIRED TO AR SEAL GAP. STAGGER a OVERLAP JOINTS IN MULTI-LAYER GWB WAITS a CEILINGS O BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. Yi SEALANT JOINT AT GWB TO SUBFLOOR a CEILING AT DWELLING UNIT SEPARATION WALLSY r- DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL BE EQUIPPED WITH DO i Zr 1 A.DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. 12. JOINT SEALERS TO COMPLY WITH MANUFACTURERS INSTRUCTIONS APPLICABLE TO PRODUCTS AND Yi.SEALANT JOINT AT GWB TO SUEIFLOOR a CEILING,GWB TO OR FRAMES AT CORRIDOR WALS c `,J 5. BACKFILL AT LAWN AND UNPAVED AREAS SHALL BE FIFE OF CLAY,ROCK OR GRAVEL LARGER THAN 2'IN B.CALCULATION FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERWISE) APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS,ELASTOMERIC SEALANT:ASTM C-926, SELF-CLOSING DEVICES. FLEXIBLE GASKET(SMOKE SEAL)AT DOORS IN CORRIDOR WALLSa SEAL AT BOTTOM OF DOOR ANY DIRECTION,DEBRIS,ORGANIC MATERIAL,WASTE AND FROZEN MATERIALS.PLACE IN 12'LAYERS MD AND/OR POINT LOADS. SOLVENT-RELEASE-CURING SEALANT:ASTM C-804,LATEX SEALANT:ASTM C-790,ACOUSTICAL SEALANT: ELECTRICAL PANEL SHALL NOT BE LOCATED ON UNIT SEPARATION OR CORRIDOR WALLS COMPACT TO 90%MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557. C. TRUSS CONFIGURATION DRAWING GIVING STRESSES ON ALL MEMBERS,REACTIONS AT SUPPORTS AND ASTM C-919 U.INCLUDE BACKER ROD AS NEEDED.SEALANT SHALL PROVIDE PERMANENT,AIRTIGHT, S. RECESSED LUMINAIRES INSTALLEDT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEA' TO LIMIT AIR SEALEXHAUST VENTILATION DUCT JOINTS AND SEAMS WITH MASTIC z � ^�` STRESSES ON A MEMBERS INCLUDING PLATES. WATERPROOF SEALS WITHOUT FAILURE. LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.RECESSED LUMINAIRES SHALL BE IC-RATED SEAL WIRING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WWALLS / 6. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING AND LABELLED AS MEETING ASTM E 283 FOR AR TIGHTNESS.RECESSED LUMINAIRES SHALL BE SEALED WITH SEAL ELECTRICAL/CABLE/PHONE BOXES TO GWB WITH PUTTY PADS O2 APPROVED EQUAL b W 3000 PSF 9. HANGERS,FRAMING ANCHORS AND FASTENERS:PROVIDE AND INSTALL STAMPED AND FABRICATED STEEL OF DOORS AND WINDOWS A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING. SEAL WIRING INTO ELECTRICAL BOXES a RECESSED LIGHT HOUSING TO GWB THE TYPE INDICATED AS REQUIRED.NAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC I REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS: USE.NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR.MANUFACTURER TO BE SIMPSON*OR PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING i - a UNDERWRITERS LABORATORIES,INC.:BUILDING MATERIALS DIRECTORY. SEAL PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS D 7. BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WAITS.DO NOT BACKFILL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND 6. THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEAFD WITH AV AR e B. NATIONAL FIRE PROTECTION ASSOCIATION:PAMPHLET#80 STANDARD FOR FIRE DOORS AND WINDOWS.. CURED AND ARE PROPERLY BRACED. ANCHORS SHALL BE GALVANIZED. BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL.ROCK WOOL AND FIBERGLASS BAIT INSULATION ARE SEAL PLUMBING PIPE PENETRATION THROUGH GWB 112 :2 ;cC. NATIONAL WOODWORM(MANUFACTURERS ASSOCIATION:I.S.1078E WOOD FLUSH DOORS. NOT ACCEPTABLE AS AN AR BARRIER MATERIAL. 8. REMOVE ALL EXISTING FOUNDATION WAITS AND FOOTINGS PRIOR TO CONSTRUCTION OF NEW FOUNDATIONS. 10. ALL HEADERS AT BEARING CONDITIONS SHALL BE SIZED AS SHOWN ON DRAWINGS. D. AR LEAKAGE:ASTM E283. PROVIDE GYPSUM BASED UNDERLAYMENT BENEATH TIES AND SHOWERS v E. WATER RESISTANCE:ASTM E331. SEAL TUB AND SHOWER DRAINS TO SUBFLOOR a SHOWER ENCLOSURE TO SIBFLOOR AND WALL x ^' II. ALL HEADERS AT NON-BEARING CONDITION SHALL BE SIZED AS INDICATED IN THE FOLLOWING TABLE,UNLESS 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AR INFILTRATION STANDARDS OF THE 1972 AIR SEAL THE FOLLOWING LOCATIONS BEFORE INSULATION: SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND � `N 9. EXCAVATION AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'-0'BEYOND NEW FOOTING LINE. OTHERWISE NOTED: AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERRENTIA_OF 1.57 LBS.PER MlOSILL TO FOUNDATION a RIM JOIST TO MlOSILL 8 TOP PLATE TO RIM JOIST PROVIDE SEALANT AT FIRE SPRINKLER HEAD ESCUTCHEONS TO GWB SQ.FT.a SHALL BE CERTIFIED AND LABELED. SUBFLOOR SHEATHING TO RIM JOIST BETWEEN CONDITIONED SPACES SEAL ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION OF STEEP BANKS DURING OPENING SIZE HEADER SIZE 3. GLAZING IN DOORS AND WINDOWS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE. SUBFLOOR SHEATHING TaG AND SQUARE EDGE JOINTS SEAL RECESSED HEATERS(PTACS)TO GWB z CONSTRUCTION.WHEN NEW CONSTRUCTION IS COMPLETE,THE GENERAL CON'zRACTOR SHALL REGRADE UP TO 4'-0' (2)2x6 4. EGRESS WINDOWS ON SECOND FLOOR MAY NEED LIMITING DEVICES THAT HAVE RELEASE MECHANISMS PARTITION WALL STUDS AT EXTERIOR WALL INTERSECTION INSULATE DUCTWORK LOCATED WITHIN FLOOR/CEILING ASSEMBLIES x 4'-0'TO 6'-0' (2)2x8 TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETATION TO PREVENT SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIE-FUSERS TO GWB 6'-W TO 9'-W (2)2AO 5. BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR a SHGC REQUIREMENTS: DROPPED CEILINGS,SOFFITS AND CHASES EROSION. SEAL KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB r FIXED FENESTRATION U-FACTOR:0.38,OPERABLE FENESTRATION UfACTOR:0.45,ENTRANCE DOORS ATTIC KNEEWAI.S AND JOIST CAVITIES UNDER ATTIC KNEEWATS i 12. PROVIDE MEMBER UNDER RUNNING PARALLEL TO FRAMING.PROVIDE SOLID BLOCKING SEA-CLOTHES WASHER VALVE/DRAIN BOX a DRYER EXHAUST BOX ER ALL INTERIOR PARTITIONS SEALED TO GWB z U-FACTOR:0.77.SHGC PF<0.2E 0.40.SHGC 0.2<PF<0.5E 0.48.SHGC PF>0.5E 0.64 TUB/SHOWER ENCLOSURE TO SUBFLOOR BATH AND SHOWER DRAINS TO SIBFLOOR i II. FURNISH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS,THAT UNDER ALL POINT LOADS AND COLUMN. SEAL BUILT-IN CABINETS TO GWB � ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM THE AREA ON SKYLIGHTS:U-FACTOR 0.50 a SHGC 0.40 MASONRY FIREPLACE TO SUBFLOOR FASTEN CEILING MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT CEILING 13. FURNISH AND INSTALL THE FOLLOWING: 6. CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER MARVIN SPECIFICATIONS,WOOD-U.TREX ELECTRICAL SERVICE PANEL ON EXTERIOR WALL OR TENANT SEPARATION WALLS THE SITE PLAN WHERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED.SCRAPE FASTEN WALL BASE MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT FLOOR S • AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE INSTALLATION FOR NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY OUTSWING FRENCH DOOR HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC a REGISTER BOOTS SEARED TO SUBFLOOR z LIGHTFRAMIIVVGLUDNBER:ALL TOP AND BOTTOM PLATES,WALL STUDS SHALL BE DOUG FIR LARCH STUD GRADE WOOD-.LTREX SERIES INSTALLATION INSTRUCTION DATED 7-25-17 WINDOW ROUGH OPENING PREP a FLASHING PROVIDE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RESILIENT HARDWARE IN APPROVED LOCATION. OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FINISHED 4 SIDES,19%MAXIMUM METHOD A-1 MEMBRANE DRAINAGE SYSTEM DATED 12-22-14. EXHAUST VENTILATION DUCT JOINTS AND SEAMS SEA'ED WITH MASTIC i MOISTURE CONTENT,2'NOMINAL IN THICKNESS AND 4-NOMINAL(OR GREATER)IN WIDTH.COMPLY WITH INDUSTRY 7. FURNISH AND INSTAL THE FOLLOWING: WIRING a PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATERIALS:USE A COMBINATION OF THE FOLLOWING: 1 12. FURNISH AND INSTALL,IN ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ANY AREAS INDICATED ON STANDARDS,ATC 105. WIRING INTO ELECTRICAL BOXES NON41ARDENING CAULK-SEAS GAPS LESS THANY2'WIDE x THE SITE PLAN,W CLEAN LOAM AND GRASS SEED.COORDINATE WITH ALL OTHER SITE WORK. TRFATEDLUMBE&SOUTHERN YELLOW PINE,#1 GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR ALL PRE_laWGINTERIORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES EXPOSED FRAMING MD ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND.TO BE USED FOR EXT.WD. STANDARD ANSI/AHA 135.4-1982 AND NWWDA.I-86,SEC 3.73(8).MANUFACTURER MASONITE CORP.OR ARCHITECT AR SEAL THE FOLLOWING LOCATION AFTER GYPSUM WALL BOAR(GWB)INSTALLATION: BACKER ROE_CLOSED CELL FOAM OR ROE CAULK PRESSED INTO GAPS 2 DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MUD 13. FURNISH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION SILLS. APPROVED EQUAL.SIZES AS INDICATED ON THE DRAWINGS.COLOR AND STYLE SELECTED BY ARCHITECT AND/OR GASKETS-NEOPRENE,RUBBER.FOFOUNDATION FOOTING. Yi SEALANT AT GWB TO SUBFLOOR AT EXT.WALLS AND TENANT SEPARATION WALLS BLOC VVGANDNAILF.RS DOUG FIR LARCH STUD GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE Off,FO�RATED.FURNISH AND INSTALL AT GARAGE-TO-HOUSE DOORS TO ACHIEVE 20 MIN.FIRE RATING; SURROUND PIPE WITH CRUSHED STONE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH DOOR FRAMES E WINDOW FRAMES TO GWB AT EXT.WALLS AND CORRIDOR WALLS ACOUSTICAL SOUND MAT MEMBRANE MOUNTED ITEMS,SUCH AS,CASEWORK,SHELVING,HANDRAILS,RAILINGS,BATHROOM ACCESSORIES.PROVIDE INCLUDE GASKETS.THRESHOLDS.ETC.FOR UL TESTED ASSEMBLY.DOORS SHALL SELF-CLOSE. ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL.FURNISH AND INSTAL-DRAIN PIPE, FIRE-BLOCKING AS NECESSARY,PER CODE. TUB/SHOWER ENCLOSURE TO GWB GYPSUM BASED UNDERLAYMENT AT WOO)SUBFLOORS EX7ERIORDOOR:MANUFACTURER MARVIN INTEGRITY WOOD-ILTREX,SHUT HAVE INTERIOR FACTORY-PRIMED x CLEANOUTS,ETC.,AS NECESSARY a DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIVIL DRAWINGS. PLYWOODSUBFLOOR:APA RATED 3'i ADVANTEK,TONGUE AND GROOVE.GLUE a NAIL.ADHESIVES CONFORMING WOOD WITH FIELD-APPLIED PANT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PANT FINISH.PROVIDE a ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. ATTIC ACCESS PULL-DOWN STARS SEALED WITH WEATHERSTRIPPING ON COVER INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR COASTAL ENVIRONMENT,SALT WATER SPRAY.VERIFY RESILIENT CHANNELS-DIETRICH RC DELUXE RCSD ROOFSHEATIi►W APA RATED Ye EXTERIOR GRADE.PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER RECESSED UGFIT HOUSING TO GWB 3 THAN 24'O.C. WITH OWNER/ARCHITECT FOR SELECTION a FINISH OF HARDWARE a DOOR ALUMINUM PANT COLOR PRIOR TO SOUR ISOLATION CLIPS USED WITH METAL FURRING CHANNELS ORDERING.VERIFY ACTIVE PANELS ON DOUBLE SWING DOORS,PRIOR TO ORDERING.PROVIDE SHOP DRAWINGS TO RECESSED WALL HEATERS(PTACS)SEALED TO GWB GYPSUM WALL BOARD(GWB) • WALLSfEA77MVG:APA RATEDY{CDX PLYWOOD OR V ORIENTED STRAND BOARD(OSB). ARCHITECT,FOR REVIEW. HVAC GRILLE AND DIFFUSER AND VENTILATION GRILLES AND INLETS TO GWB VIBRATION ISOLATION DEVICES A FLI 313.17 G 312.42 G 311.25 G 311.83 FLI 307.67 G 306.92 52 55 FLI 297.17 FLI 301.67 G 300.92 G 305.75 G 306.33 54 53 C 1n w FL 1292.67 FLI 294.67 G 296.42 G 299.75 G 300.33 O 57 56 C 1 C 2 A 25 SIGNAGE: FLI 291.67 W/p G 293.33 In Xl- SALES OFFICE T W/o G 291.92 bl 2 A 21 X2-SALES PARKING-� G 290.92 O O 59 C 1 CL 19 X3-SALES PARKING-► 62 C2 /� 15 17 CLUSTER W X4-SALES PARKING F X5-SALES PARKING�- BR D R 11 13 CLUSTER X X6-DO NOT ENTER 9 Z Z"' 0 o E v X7-DO NOT ENTER BR 7 H ? a o°8 DL 5 CLUSTER Y o EYS LANE aa us yF ae > co 1 3 AA CLUSTER Z H U C K L E � oc p W o 0 0 0 �,q YL O CLUSTER N HFLI 313.17 O ~" '" u ~Z g CLUSTER f)f3 0 17 Z R 32 G 312.42 U x t CLUSTER CC 50 FLI 305.67 Z gate to be c 0 15 B L G 304.92 ^ v locked at all hoinlink fen r B n a times 22 m c 15 Z L 31 FL 1 312.17 chat fence FL 1 294.67 51 A C o A G 311.42 D gate 27 79 G 293.33 O B R 13 Y R Q 20 c H B L F l 5.67 > C,a m FL 1 293.67 O g R 70 92 13 49 G 305.92 m W/O r C2 Z H 11 ZLH29FL1311.17G 292.92 46 C 1 20 A O O FLI 306.67 > 9 ZR G 310.42 H25 C 2 81 G 294.33 305.92 l.• n O N 11 A G 305.92 D rn �-4 Z c 7 YL 27 FL1310.17 FLI 294.67 DR O D 18 rn m W/o O 18 p �+ 82 FLI 295.67 1 306.67 45 A �, r C 1 G 305.92 rn 5 Z R 26 G 309.42 G 293.92 84 23 A G 294.33 305.92 Z 47 C1 Z � rn 9 c rn Z 305.92 C 2 `^ Z 16 25 FLI 309.17 r C 1 G 294.92 3, 0 44 0 3 Z G 308.42 FLI 295.67 D R 0 > 21 83 = 43 G 304.42 c 24 W/o 86 16 0 Z 90 7 �!', I Y R O z G 294.92 r^ a. C2 A 0 m 14 note: `n FLI 305.17 maintain entire length of w FL1296.67 n O 11 42 g 19 B L G 295.92 m C I n 5 A G 304.42 international drive free FLI 296.17 O g L ,rno �, D O 304.92 c from dirt 8.debris at all o� W/O 87 14 A A m times / \� OPe G 295.42 1 305.67 A 12 70 G 303.83 00 \069 �\fie+� Q Cl 304.33 39 0 C 1 41 note: ��oc �`Ge GOB r NO TRESPASSING 0c �O �`` J G 297.42 4 3 C`( signs on all gates `tea �\o�� cooCL FLI 297.67 91 DR 70 17 C2 10 ® Gay 0 Abe c00 FOR DIAGRAMMATIC PURPOSES w W/o 12 C2 4.33 O sales FF 306.50 O(�� / �e5 cSO ONLY. REFER TO CIVIL H G 296.92 FLI 298.17 parking F d Go � .- 89 G 297.42 Ci DRAWINGS FOR ALL RELATED � CV n r SITE WORK. _j N G 15 A / Adirectional Q N ®� const.sign LEGEND: V FL]298.17 BL 10 G j0 G 297.42 5 -o , A- "A"UNIT cn W/O 92 G `^ C 1 37 BL 8 X1 BR-'B RIGHT'UNIT F-- 0 +- G 297.42 90 FL 303.67 o BL-"B LEFT'UNIT U } G 2.92 `r CI- "C"UNIT,MASTER UP w } G 13 .o F C2-"C"UNIT,MASTER DOWN 0 5 DR-"D RIGHT'UNIT z = Z G 296.42 n q 6 I- DL-"D LEFT'UNIT _ U � 94 �0 Of 0�(� F FF 302.50 G 302.42 YL-'Y RIGHT" UNNT � � w FLI 298.17 IT a- 93 DR 8 I 1 C2 '�� pon 36 C 1 ��F O ZR-"Z RIGHT'UNIT U Q _j Lli I.- W/o FLI 297.17 � 1D 4 �o FL)303.17 ZL-"Z LEFT'UNIT Uj U G 297.42 95 G 296.42 000 301 42 A +stop sign C 1 G 302.42 W/0-WALKOUT 6 27 O flog m 2 O97 � !sue 9 G 295.83 FLI 302.17 35 C2 2 +stop sign g an+ ( A G 302.42 � C 1 G F G 300.83 '1 G 296.42 Ali �� C 1 96 34 © Fti C, 25 3 FLI 302.67 O A 4 f� 9 G 300.a3 1 g O�� ((,fT�� C 1 7 G 301.92 _ s 7 �, ' FLI 297.17 98 �'� G 293.42 © 1 (Gfl ( -7 23 G 29 o C 2 2 F 100 +stop si C I Fed 99 5 C 2 FLI G 293.42 ®7 O 16 21 B L = W O A D � z y 101 G 302.42 5 O116r O G 300.92 � 0 G 295.83 3 A G 292.83 FLI 303.17 C2 4 TF�C 1 1 3 O G 302.42 19 Cl FL 1301.67 w (GJ, C 1 102 oe O6 12 G 300.92 z O 16'x50' ItL `cvr�ec G 302.42 C`(G�lF 12 N _� m anti-tracking I o�c C 1 'P A O O 17 G 300.33 ^' 1 pa G 289.42 d oc 8 10 103 com G 301.92 A `fF� C 1 13 s Q I FL 1 290.17 O 0 18' post O <` y,//p C 1 gate \ccv- G 289.83 $roil fer)ce FL 1 302.67 9 8 15 G 289.42 8 Gro 78 FLI 291.17 G 301.33 C 2 ? G 288.83 104 A G 289.83 10 gate for construction C 1 ,4 G 298.42 N FLI 288.67 10S 6 �ti entrance&exit to be 15 77 G 289.83 c0, W/O C2 �� unlocked&open during FLI 291.67 13 C 1 - z `'� G 287.92 5~ construction activity only. A FL,299.17 J 13 76 G 290.92 15 at all other times this gate G 298.42 109 4 must be closed&locked Cleo C 1 O DL SrF� 72 11 A 11 B L G 291.83�f-,f 0� � G 297.83 FLI 293.17 �� J G 291.83 2 G 7 P 9 70 G 292.42 FL 1294.67 '�� C 1 G�JS JS5�_ C2 blacktop C( C 1 69 G 293.92 Apo 9 z 5 106 �STii 7 A O 66 lavender lane to G 297.83 N A G 289.42 P R/ C 1 be paved 2nd 17 10741,p z J M R 5 week of 9/20 41 3 FL 1290.17 O S F 3 BR e 7 C2 3 �GGG C 1 G 289042 12 CLUSTF ` N F CLUSTER GG I y FLI 299. 17 S�� 108 R✓✓ L ! 18 G 297.83 O 5 A G�J 1 G 288.83 C 1 10 CLUSTER EE G 298.42 x - -1 A I -- - D R 75 A g CLUSTER HN o C 1 ,9 1O1 O C2 6 CLUSTER FF 6 7 3 x G 290.33 FL1 288.67 CLUSTER DIDZ O C 1 � i 21 � O FL1299.67 G 2/o.92 FLI W/o 73 BR 4 2 G 298.42 � G 298.92 ® ® ® G 290.92 G 290.92 71 D L A 4 � 0 DR EEsO B R FL 1 299.17 22 FL 1 293.67 W/o W/O 67 65 G 298.42 C2 2 x G 292.92 x FLI 294.67 23 UNIT "D" LEFT w/p FL1W/o67 G 298.42 3 G 293.92 G 294.92 F-4" - 44< t�A�=L'(=`--------------- -------------------- =V='--------------------------------------� � i i DECK ABOVE 12"COLUMN B 10"GONG. 50NOTUBE I I ' FOOTING A3.0 1 24"xb0" i z z W d)o E Oo I BLUESTONE 1 - u,0� c o$ o 0 ' CSLAB I 1A y N U v 0 ce Guj p o O v I 0 _ y 1 ra------------------- - - o� ---------------------------------------- ----------------------- ^Z o i � u 1 G�c'• , _ Q ------- ---------------- -- - 3765LSP1T--� �-- _'3T63TSFlT--- ---------- 3660 ------------ p ----------- ------- -------------- ----�N------------ I _ TEMPERED TEMPERED EGRESS 2X6 n `�B. I I ( D Arj, 'T I (TYPJ +o. ' 5� C. I o w = 2x4 P.T.HD.NAI_ER5 0 I6'04. I M Of RECESSED INTO GONG.FND. cl,LL' ! WA-L.,5EE EXT.ELEVATION5 I I ' FINISHED ' q ry BASEMENT ' 2x4 STUD WALL, I SEE DETAILS I I I I -ry I I 6'-2" B'-4 2x4 STUD HALL, "-4 ' i vi Z N I SEE DETAILS .o O \ I J i I ry N 1 Q I I > \ 1 3 I I w N 1 I I oe z w w y WALK-IN N I •a co I I N r p C L 0 I I FINISHED 1p" BASEMENT MECH. I I ' CPT CONIC b _TIIti..�_1.-�..__),I�..................�A,.......r.i:...........t.;�.... II II1II Zn . .T[..MC 0 2 J A3.0 A3.0 CL ON�— ' +- '5 O L... O Z _ b 110 fl CL Q 1 I `c1 SS,fl0©R. 1. 1 Q of � iLi - o i I U 0' O "-�2" SEAT I I `fl H Q tV n WCuj 0 I 2x6 INT.WALL - dLI CPT x C_ONC i I I I I I I I I m 56'H16H GUARD/ i i 0NC CPT EJECTOR PIT/yb0 MECH. 1 I 6 . �- HANDRAIL 1 1 h� I I O I I I I I 2x6 INT.WALL PUMP FOR I I I I I I I I I i BATHROOM , ��.0. 6d• IS E I i i i UP r-1 � I I I 1 1 I I I! WATER I I e - - -- -STAIR -- - ----+-- -�- -�-gym--AN ------ " Z ------ I 0 i I I I �.� L I I � ab 2x6 IN.WALL sI I I �----------------- -------------------------- 1 O c 2x HE "AT I o W (� I I--- ' i 1 OUTLINE OF STUD WALL ffa O -- STUD WALL i + J — I I I ABOVE(TYP.) I i — cn r I i I UNFINISHED i i HVAC UTILITY LO I 1 I I I I I N I I I I I I I • o; A, 9I I I I I I O O Z I 1 1 PERMIT## �" jx! � 0 PELEC.ANELus ?I I � UNEXCAVATED Q I I i I 12"xl2'x4' i i SLAB ON GRADE I ' I Q ``� "r "'�" 3 I N i i 3 i DEPRESSION SBL# , c7� / o ' / r 1, , , N IN SLAB Kwr -n..aK>'iR1w.5.WI..t Va/•VfiOMtY V.R.�I.o 1 I I I I I ILL o, I I I 1 I 1 I Q }r� f ) I 7 DATE1 i QT�U 4F"kny:PFE O vx iI i1I �oQ I'I r, I Q------f I Ii II 1i CL + ad I i i i I� SLAB ON Oi i I w N U i L®1 V �i�" V e v��, ?a�f u �.; t Lj If ..�A� � � �I � i p GRADE �i L ------ ----- ------- - --------------- -- J I i� ____ _ _ _ __ _ i Q I I I , , I L---------------------J ON EXCAVATED r ---------------------- -- ----------- ---r, n L- -----------� 1 10"GONG. A3.0 SONOTUBE L ---------------a----' ----- __ ' p 1 -L -- -------I'-OYs°�i'--J FOOTIN6 S"OKE DETECTORS -1OY2' o REQUIREDS PER I FLOOR AREA`D"UNIT: 3-7'-0- NYS BUILDING CODE BASEMENT: 985 SO.FT. B FIRST FLOOR: 1,848 SO BASEMENT BASEMENT FLOOR P L SECOND FLOOR: 1,893 SO.FT. 2 SCALE:I/4 1-0 TOTAL: 4.726 SOFT. I PLGARAGE: 390 SO.FT. 4' 8' VOLUME: 43,397 CU.FT. JAN 2 3 2023 DX F w2 111-• ww 2 s a sl 71---n A F-%-0-t A r-r I T EPDM ROOF I LINE OF WALL BELOW ALUM."K"GUTTER MEMBRANE,Ya"PER FT.5LOPE A3.0 FLAT ROOF BELOW I I I 1 I I z z W 0 0 O� —'J L—J L— — L—J L— W 200 O HH� >0 COS t7 W --------------------------------------------._______-----_ N D.S.o r----------- —-------------------------- o D.S. oc in t++ o p o t I 0 r I V ^Z g ALUM."K"GUTTER Q V - - - _ -- ---------------------------------------------- D.S.o D.S. --- ---------- •t ----- - - ----- ---- r 1 - f t _ I N ZEPVM ROOF e==_= j w I MEMBRANE,Ya" 1 PER FT.SLOPE 1 I r t I I t D.S.o I I I 1 I t 2 i i 2 A3.0 I I I I Z Q N I J O Q— -C) CV LL -C I I O O NO 1 I ALUM. i 0 Z GUTTER i i O Q I 1 r � I I CL I I I t w LLI I I U J Li w Q Q 1 I t r I 1 � I I O I r I I I I EPDM ROOF I o ` , MEMBRANE,Y4" D.S.r /Z PER FT.5LOF: 7 I 1 e LLJ t— 2 O CY) 0 ca I V! III f ' I 1- V^J I 1 i N t I - --- N r � Z U 1 I 1 t D.S.o f i o D.S. L------------------F---------------p---=------------------------------------ � I D.S.o - ALUM."K"GUTTER D I -- -- I L----------------- ------ ----- ------------- D.S. L---------------..—--=---- Li Li �-EPOM ROOF z ALUM."K"GUTTER I MEMBRANE,Ya" LINE OF WALL BELOW A3.0 PER FT.5LOPE x z i i z • ROOF PLAN SCALE:1/4'=I'-0" i 0 2' 4' 8' 3 WINDOW/DOOR NOTES: I. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS,AS SHOWN ON ELEVATIONS. 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. 3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. 4. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. ROOF BEYOND FIBERGLA55/ASPHALT ��—FIBER6LA55/ASPHALT METAL FLA5HING AT THE HEAD OF ROOF SHINGLE ROOF SHINGLE ALL WINDOWS 4 DOORS(TYP.) Ix PVC TRIM EAVES d 7 RAKES(TYP.) 12 A3.I 12 IZ .' •\\`�`. 12 STEPPED METAL 8 7t� r`;r Q Z z W p E o 7 FLASHING AT ALL A3.1 12 12 8t rr j W oe D°° o°$ ��' >0 CP V 8 �,�� 7 ROOF TO SIDEWALL rr 12 12 <_ �- �'• •`. INTERSECTIONS(TYP.) : 7 ____-- ---____-- A3.1 „� p u.U ac cc p ' r------------------- \ A3.1 r - - \ 6 K STYLE WHITE oe p�., ��' •�� 5 ALUM.GUTTERS w/ p � �r6 c Ix PVC TRIM® r r A3.2 r ` 2"x 3"WHITE ALUM. � V = 0 "o EAVES d / \ \ LEADERS(TYP.) U Z $ RAKES(TYP.) r/' r \ r Q V r r 1- F- \ (b""K"'STYLE D.S. ' T ` WHITE ALUM. T s/4 PVC TRIM Q O D.S. AROUND 12 = I GUTTERS w/ O DOORS AND � � 12 00 2"x 3"WHITE 12� O 12 WINDOWS(TYP) O O CEMENTBOARD ALUM. -1 7 _ -� ' SIDING,5Y4" LEADERS i � � 7 (TYP.)-—�. `Z EPDM PAN FLAT EPDM A3.1 `,� A3.1 REVEAL ROOF-- LEADER INTO SUBIFLOOR 2 .O.SUBFLOOR ----- -------------------------------------------- --------------- — -- --- - ------------ -----SDYSTEM(TYP.)—� ------------------------------------ -- --------------------------- - ---- 2 m %PVC TRIM AROUND DOORS AND WINDOWS(TYP.) -j F i� T F I O D.S. D.S. O =I 5/4 PVG � Qi D.S. TRIM 0. II o vi CORNERS I !! O O Z -� s �� 0 (TYP.) %PVC TRIM r-------I r------1 CORNERS(TYP.) H i uj SUBFLOOR ---------- ------ - — ---- --- - --- --- - --- — -- ----------- --- --- ------------1---- I-I ----I— ------- ------- ------- --- --------- - T.O.SUBFLOOR L------- L_ ____J LFINISH I r4ATER METER = IIII III CEME�II I ARD 1 IOBLUESTONE TERRACE 12"SQUARE J l I I l I II II I'I 1"n1 1aI i 1lI 1I1I �Ii II II FIREPLACE GAS METE FINISH GRADE A/C UNITS ON - WATER METER CL05ET ELEC.METER i _ r_ i______- GONG.PADGRADE CLOSET SIDING,S "RE N GONG.SLAB COLUMN TERMINATION LOCATION w/WEATHER STRIPPED LOCATION N 2 GONER OVER A31 _______ ____ ___ GUARDRAIL w/ DOOR d HEATER Z NO.COLUMN I +r GATE 56"H. = O --------- -----------L-------------------------- -----------------�---J L---•J IT I II I I I 12 SQUARE 10 --,W-- ABOVE GRADE 1 I I ' A3.1 AS•2 COLUMN l i i ° I I, N I I I I GONER OVER I 1= jF I I I I I I I I I I I II 11 II 11 I I EGRESS I I LLI O NO.COLUMN i i c� I � 1 I' n I I I I WINDOWS IN WELL W/STEPS I I LU B T.O.SLAB I 1 ' ' I ' I I T.O.SLAB p t� ---4----------------��-------------------------------------------------- -----ate- --------- --4�----------------------------------------------------------------------------------------------�--�- D O_ J 1-----------------------J L J L--- --J L ------------- --------------� L Z I I I -------I I - FRONT ELEVATION SIDE E ELEVATIONX A2 SCALE:1/4"=1'-0" SCALE: " ' " ~ U Lu w Q V ROOF BEYOND FIBERGLASS/ASPHALT FIBERGLASS/ASPHALT METAL FLASHING AT THE HEAD OF ROOF SHINGLE ROOF SHINGLE ALL WINDOWS 4 DOORS(TYP.) �-Ix PVC TRIM EAVE5 4 O 12 7 ^A3.1 RAKES(TYP) (5""K"'STYLE 8t V \ 12 WHITE ALUM. 12 12 Q 7t �. x GUTTERS w/ 8 / 8 z ``� 2"x 5"WHITE A3.1 �12 121 � A3.1 i t2 3 ��\ t2 (D ALUM. 7 Z 7 3 2 �7 ---- ---LEADERS -- \ A3r1._ r \ (TYP-) r 5 r �L O r \ r \ r \ z ♦A J ~ _ = D.S. z L 1 = O O, 12 3 r— 6""K"'STYLE * w A3.1 D.S. \1 �12 I WHITE ALUM. r— `4 GUTTERS w/2"x 5" ► W_ A3.1 r- WHITE ALUM. 12 J ` 3 QLo EPDM PAN-� LEAPER5(TYP.) ' —FLAT EPDM 12 F in FLAT EPDM =_ N T.O.SUBFLOOR T.O.SUBFLOOR ROOF } -� ---- ----------------------------------- ----- -- --- ------------- ------------------------------------- --------------- - ----f---- L 2 ----- ------- - 2 j�---------------=----------- - N -- O s/4 PVC TRIM _ AROUND DOORS AND WINDOWS _ H = cV = (TYP.) D.S. D.S. z W 12"SQUARE D.S. e COLUMN O COVER OVER O NO.COLUMN x 17, z N T.O.SUBFLOOR - - - - - -_ —_ I T.O.SUBFLOOR - —-------------------------------- ----------------- ---- --------------------------------- ------------- - - --- I I I I I I I I I I I I I I I I i 1 I I I I I I �-%PVC TRIM i i �-- 71 FINISH 1 I BLUESTONE I I ��s —FINISH GRADE I I I I GEMENTBOARD GUARDRAIIJ w/ LEADER INTO DRAINAGE CEMENT'BOARD I 3 i i i i i i GATE 56" i i i i SYSTEM(TYP.) /4 PVC TRIM AROUND DOORS SIDING,5)14 I GRADE PAVER TERRACE SIDING,5Y4 �. I CORNERS(TYP.) I I �� I I 1 � � A3.1 � lJ � � ` � � I I I I AND WINDOWS(TYP.) } � REVEAL ABOVE GRADE I I REVEAL I 1 lrJ ---------------------------------------------------I 1 1 I ( 1 I I I IJ ---------------------------------------------------J ' I I L----�-- GENERAL NOTES: `-12"5OUARE I. SEE EXTERIOR ELEVATIONS 8 SECTIONS FOR ALL R.O.8 TOP PLATE HEIGHTS,UNLESS —112'1 SQUARE COLUMN i i OTHERWISE NOTED. iC¢LUMN COVER OVER 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED. iG VER OVER x HD.COLUMN I 3. 2x6 NOM.EXTERIOR WALL FRAMING 8 2x4 NOM.INTERIOR WALL FRAMING,TYPICAL, IWW.COLUMN UNLESS OTHERWISE NOTED. '**4 I I I I I IC4 B T.O.SLAB ' ' p T.O.SLAB 'k----I-------------------------------------------------------------a—�-------- I I D ---------------------------------------T-1----------------------------------------------------------------------44--------- r ------------------------------------------ ----------- r _.---------------------------------------------------------J 6. y L I I------------------------------------------------------------------------------------------------------------------J I I I -----------------------------------------------------------------------------------------------------------------� 3 REAR ELEVATION 4 SIDE ELEVATION 0 2' 4' a' x SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" 3 - r FIBERGLASS/ASPHALT METAL FLASHING AT THE HEAD OF ROOF SHINGLE ALL WINDOWS 4 DOORS(TYP.) Ix PVC,TRIM ' EAVES d 12 7 / RAKES(TYP.) - b""K"'STYLE 8t All 12 WHITE ALUM. 12 12 Q 7t GUTTERS w/ 8 8 2"x 3"WHITE All N12 12F All ALUM. 7 LEADERS �.'- �------------------- A3,t � ------ ----------- - ---... 5 ` ZZu+ 00 Ea W >O COS D.S. D.S. c W u o� O im Q W R All I � _.__._.v � 1 12 u = 2- � O ^Z v _� OC L _�12 7 12 .0 All Q 12� in FLAT EPDM ------ --------------------------- --- ------------- ------------------------------------- -------------- - O-- T.O.SUBFLOOR OL2 ots t • m � � v x D.S. D.S. _ O D.S. a - 0 ROOF BEYOND FIBERGLASS/ASPHALT ROOF SHINGLE g I 1 /a PVC TRIM 1 I I t O CORNERS TBOP`RD i i LEADER INTO %PVC TRIM vY RS(TYP.) N )4" 1 I DRAINA&ET AROUND u i i i i i i 36"H.PVC w GEME SIDING,5 ----------- ------.. —r`. J l 11 I I SYSTEM(TYP.) 1 11 1 I I I � 12 — — —-------- ----- •� 12 ( l rJ L-------------------------------�Y96L------------� I DOORS AND CEMENTBOARD I I I I I GUARDRAIL - _.--- - ------- - ---- — 7 _ =_— ------ — 3.2 -- .Q 7 I I ------- I WINDOWS SIDING,5Y4 I �— — __— — --- - - ---- — --- L --j L-------------------------------------------- -- (TYP.) REVEAL ---- - — „ 1�12 SQUARE � COLUMN ----- COVER OVER , , 12 SQUARE PO.COLUMN I u i 1 1 1 i i COLUMN i I STEPPED i I I_ 111 COVER OVER Z = i i FOUNDATION WALL u 1 i WD.COLUMN O I I u 6""K"'_STY1-E-------------------------------------��------------------------------------------------------------------ T.O.SLAB D � r- WHITE ALUM. rJ L----------------------------------------------------------------2R4rt' 't�tattER'r t�t+Efi"m.c. / - - - --- ET N CUTTERS w/2"x 3" I_______ ________ RECESSED INTO GONG_;NVI WALL) i , w Q r- WHITE ALUM. FINISH GRADE J EPDM PAN LEADERS(TYP.) I , 1 FLAT EPDM E ELEVATION w/ WALKOUT I 1 I 1 W 2 T.O.SUBFLOOR -- - ----- ROOF— -- ----- (D_3�t� SCALE'1/4"=1'-0" i L------------------J �i I 1 � O �O ---------------------------- L------------------------J L---_J 0 Z z W Q '5 5/4 PVC TRIM O ~ AROUND 0- X DOORS AND E w Lu J ry = WINDOWS (TYP.) fLLJ� N 12"SQUARE Q COLUMN COVER OVER O WD.COLUMN �-FIBERGLASS/ASPHALT —METAL FLASHING AT THE HEAD OF �[ ROOF 5HINCLE ALL WINDOWS 4 DOORS(TYP.) L -Ix PVC TRIM® O T.O.SUBFLOOR _ - ---_—_— EAVES 4 / 7 / RAKES(TYP.) 12 A5J 12 12"5OUARE 7tV i STEPPED METAL 8 COLUMN —— ` f2 12 Q 8t AS FLASHING AT ALL . COVER I i x ROOF TO SIDEWALL ,% N12 12� 8 Z OVER PO. ) INTERSECTIONS(TYP) ' 7 ------ 6 A3.I ,' ------------------- . A3.1 . --- --- - ` „„K„'STYLE WHITE ---- _ 5 ALUM.GUTTERS w/ U. 2x4 P.T.HIP. /' A3.2 r \ „ 3 NAILERS = 2 x 3 WHITE ALUM. = � 0 m n rn ' / LEADERS(TYP.) M RECESSED INTO III ,,, —2x4 P.T.WD. ; / \ / III III NAILERS ,' / CEMENTBOARD O END OF GONG. III ' 1 III r' I RECESSED INTO D.S. _ _ a Nco FND.WALL ,, III 5/4 PVC`TRIM D.S. SIDING,SY4 x � � END OF GONG. AROUND 12 O O, REVEAL 12 FND.WALL _ VJ 1 I I DOORS AND 6 III T.O.SLAB III --------------------- - - ------ --- --- - 111 ------- WINDOWS(TYP.)—�2� O O I �12 3 Q Lo ^' I I 1 I I 1 I I FLAT EPDM All J � � � L All I 1 1 1 I I I I I FINISH G CEMENTBOARD 1 1 RADE I 1 1 1 4 JI 1 1 1 I I I I A31 I ROOF LEADER INTO —_--- i 4- SIDING,5Y4„ I I I I 0',V REVEAL J U T.O.SUBFOOR AINAGE_-- _—_— --------------------------------- --------------------------- _ SYSTEM TYP.) L � I I I I I O-------1------------------------------------i--------L------------------------------------1--------J ( , m � V REAR ELEVATION w/ WALKOUT SCALE:1/4"=1'-0" L z 'x D.S. � D.S. _� O d tY as a � 1 ► I 1 I I 1 I x rr--n- TT--r,--Zr--n— T--tEF ---- --- L'------J L- -----J It 11 rl 11 1 x 36 H.PVC 6A5 METER FINISH GRADE -ELEC.METER 1 I II Fi 1t i i i i i i rl CONC. N wW/AWEA HER STRIPPED \ I I ` 6UARDP-4 I I 1 1 i i i u LOCATION LOCATION 1 1 i DOOR d HEATER , , z II II I I i 12"5OUARE i i u FIREPLACE -CEMENTBOARD e I I • COLUMN � , TERMINATION SIDING,5Y4 I 1 COVER OVER -��--rr--n--7r- REVEAL IND.COLUMN 1 1 I I I f I I 1 I z I I = I i 1 2x4 P.T.WD.NAILERS®Ib„o.c. %PVC TRIM i i 1 I 1 RECESSED INTO GONG.FND.WALL 1 CORNERS(TYP.) u CN T.O.SLAB --- ----~--STEPPED -----------------------------------------------------------..------------------------------�-a--- -- ------------ } FOUNC�,3IlQJ�11^IALL-------------------------------------------------------------------------------------------------- -------------------------------------J L1 I I I - FINISH&RADE—� J l LEADER INTO � � I I SCALE I/4"=I'-0" SIDE ELEVATION w/ WALKOUT 0 2' 4' 8' ( 1 DRAINAGE 1_ ;�J ------------------J 1 3 x , , 3 L---J SYSTEM(TYPJ L------------------------J 1/4'=1'-0' FLAT EPDM ROOF SLOPE Ya"PER FT. SLOPE Ya"PER FT 12 7t 12 W cz H > >o C O CWU G d= ��W � O O = N u Z g of U H MASTER WALK-IN U FLAT EPDM BATH EPDM CL HALL BEDROOM#3 _ FLAT �y ROOF O \ ROOF O� �► 12 �FLAT EPDM 12 12 ROOF-r�1 _ T.O.SUBFLOOR ot2 {p INSULATE PERIMETER OF GARAGE _ (TYP) KITCHEN PANTRY MUDROOM GARAGE O Q N_ T.O.SUBFLOORgkI Lu w p 0 0 0 0 p 1 0 ..0 ---------- - - - T.O.SLAB 1 ► ti, TT d _ _ 0 DOOR r r V 1 I INSULATE _ FLOOR OVER UNFINISHED = ,;' Z L___J UNFINISHED 5PAGE(TYP) CL CL O 12"5QUARE UTILITY -1 12"SQUARE COLUMN INSULATE WALLS COLUMN U COVER OVER O COVER OVER W ND.COLUMN ADJACENT TO ND.COLUMN N CV UNFINISHED d� +' 5PAGE(TYP) - _ O �O -_ T.O.SLAB B Z Z O r 0 N Q I BUILDING SECTION ° m SCALE 1/4"=1'-0" U J tij Q Q � vU'r t] FLAT EPDM ROOF SLOPE Ya"PER FT. SLOPE Ya"PER FT. O 12 i W 12 Q 7 Z U a W O x � O = 3 m • WALK-IN o WALK-IN CL CL 3 Q 04 A T.O.SUBFLOOR 2 x F- D (y Z ( i z W DINING o PANTRY ROOM o x ILI x N x T.O.SUBFLOOR { --INSULATE FLOOR OVER 3 = UNFINISHED FINISHED SPACE(TYP) UNFINISHED BASEMENT UTILITY x INSULATE WALL5 ri ADJACENT TO d) UNFINISHED SPACE(TYP) T.O.SLAB p D O +- 0 BUILDING SECTION 2 SCALE:1/4"=1'-0" n ROOF CONSTRUCTION, SEE WALL SECTIONS 2xb W HD.LADDER 2xb D.LADDER ROOF CONSTRUCTION, �36"H.PVC ROOF CONSTRUCTION, w/BLOCKING® ROOF CONSTRUCTION, w/BLOCKING® ROOF CONSTRUCTION, 6UARDRAIL SEE WALL SECTIONS 2x;,,V.BLOCKING SEE WALL SECTIONS— METAL Ib"DRIPo.c. SEE WALL SECTIONS METAL Ib"o.c, SEE WALL SECTIONS DECK GON5T., BETWEEN RAFTERS ALUM."K" GUTTER EDGE I'-OY�" EDGE 53/a" SEE WALL „ SECTIONS 1-0'4 AW METAL ! METAL 12 IMP50N H-4 OR DRIP 12 � PVC _ � I (� H- HURRICANE 127 DRIP 12 V ED6E'� - TRIM,1 Ix PVC I EDGE 11 RAF EACH ALUM. K I PAINT TRIM, r ALUM. K GUTTER PAINT = GUTTER \� x SIMPSON H-4 OR Ix8 PVC, IA \ BEAD RD W '13/4" H-5 HURRICANE II„ TRIM, r z I W ac c o U CLIP®EACH Ix PVC, �' � PAINT H-� Q o d o, i i EWD.BLOGKIN6 c W V g'�_ RAFTER(TYP.) TRIM, 7 = Ix8 PVC I I _ N WD.BLOCKING PAINT m Ix PVG TRIM, /4 PVC TRIM, I I O .- ®Ib"o.c. °,y I I/a PAINT ', I„ P.T.WD.BEAM ®Ib o.c. c W o BEADBOARD PAINT 3 s „ b Ix PVG TRIM =� I Ix PVC TRIM, U x �c Z.Q �-EXT.WALL /a PVC,TRIM b I � 12 SQUARE EXT.WALL EXT.WALL I I c� PAINT u ^Z EA.51DE OF CONSTRUCTION, CONSTRUCTION, ae Q Ix PAINT TRIM, CONSTRUCTION, BEAM,PAINT GOVERN OVER I I 12"SQUARE PAINT s/PVG TRIM b" i U PAINT SEE WALL I SEE WALL SEE WALL I I 4 WINDOW AS 12 SECTIONS I I NO.COLUMN SECTIONS SECTIONS C COLUMN EA.SIDE O OVER OVER BEAM,PAINT i I „SOUARE SCHEDULED- IL WD.COLUMN I i COLUMN PJ'� MAIN EAVE DETAIL s 7 CO OVER SCALE:I-I/2"=I'-0" PORCH EAVE DETAIL MAIN R KE DE AIL $ DORMER RAKE DE AIL DECK DE AIL GO SCALE:SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0' 9 " ' " , PORCH EAVE DETAIL �Q N I� SCALE.14✓2"=1'-0" tP � NOTE: vi PRIOR TO INSTALLING SHINGLES,INSTALL GRACE"ICE 8 Z TYP.ROOF CON5T. TYP.FLAT ROOF CON5T. WATER SHIELD'OR APPROVED EQUAL,SELF-ADHERED, TYP.FLAT ROOF CONST. 0 • A5PHALT/FIBERGLASS RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES, ROOF SHINGLE • EPDM MEMBRANE EAVES,RAKES.VALLEYS,HIPS,ROOF-TO-WALL • EPDM MEMBRANE w • 15#BUILDING PAPER • s/a"T46 EXT.PLYWD. INTERSECTIONS,AROUND ALL ROOF PROJECTIONS,AND ENTIRE • s/a"T46 EXT.PLYWD. • s/W EXT.PLYWD.SHEATHING 12 SHEATHING ROOFS THAT ARE FLATTER THAN A 3:12 SLOPE,DIRECTLY TO 5HEATHIN6 • ENGINEERED WD.ROOF • 2x10 TAPERED D. ROOF SHEATHING.INSTALL"ICE&WATER SHIELD"FROM THE • 2x10 TAPERED HD. TRUSS w/SPRAY FOAM 12� WRAFTERS®I6"o.c. EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR RAFTERS®Ib"o.c. INSULATION • 2x4 GL6.JOISTS WALL LINE. INSTALL PER MANUF.INSTRUCTIONS • 2x4 GL6.JOISTS J ROOF GOST.,5 EXT.WALL CON5T., • Ix PVC BEADBOARD • Ix PVC BEAD50ARD DETAIL 2/A3.1 5EE DETAIL 2/A3.1 F_ 2 T.O.SUBFLOOR _—_—_—_—_— _—_—_—_---- - T.O.SUBFLOOR _—_ __ T.O.SUBFLOOR _—_ _ SLOPE Yam"PER FT. _ _ _—_——_—__ T.O.SUBFLOOR _—_—_—_—_—_—_-----_—_—_— SLOPE Yg"PER FT. —_—_—_—_— Q ------ —— -- --------� EAVE w/ EAVE w/( 06 GUTTER, I I GUTTER, ' O I i SEE DETAIL i SEE DETAIL I I Z (N A3 I i I TYP.SECOND FLOOR CONST. EXT.WALL CON5T., A3.I __ _i_ �--EXT.WALL CON5T., U O • FINISH FLOOR i i I i i SEE DETAIL 2/A3.1 Lu Z EAVE w/ I 5EE DETAIL 2/A3.1 I — • s/a"T4 6 PLYWD. GUTTER, I i i Z C� N EAVE w/ (� 1 5U5FLOOR SEE DETAIL &UTTER, -- - - - • 12"FLOOR JOIST SEE DETAIL 3/4"PVC • s/e"GYP.BOARD,PAINT 12"SQUARE BEADBOARD WINDOW AS COLUMN I I - DOOR AS I I DOOR AS - SOFFIT SCHEDULED COVER OVER i SCHEDULED i 50HEOULED V) Q ►W- WD.COLUMN - i O vUi Q uj w TYP.EXT.WALL I m i In DOOR AS = = Q I _ 0 SCHEDULED p • CEMENT p (L m Q m O m O 12"SQUARE L CLAPBOARD COLUMN = �i TYP.TERRACE • BUILDING WRAP - O �? - COVER OVER - i • Y�"EXT.PLYWD. pi ' n; 0 36 H.PVG IND.COLUMN to O p • Vs"RANDOM SHEATHIN6 d) TYP.FIRST FLOOR CON5T. d) GUARDRAIL w T 5LUE5TONE ON MUDSET • 2xb HD.STUDS ®Ib o.c.w/ FINISH FLOOR r • 4"REIN.GONG.SLAB • 3/4"T$&PLYWD. z V! • b COMPACTED SPRAY FOAM SUBFLOOR 7 L GRAVEL BASE ON INSULATION COMPACTED 501L Ib"FLOOR JOIST FIRST FLOOR CONST., • P GYP.BOARD, • 5/e"GYP.BOARD,PAINT FIRST FLOOR CONST., FIRST FLOOR CONST., ? SEE DETAIL 2/A3.1 PAINT -AI SLOPE Ye'PER T. SEE DETAIL 2/A3.1 SEE DETAIL 2/A3.1 x 0 SLOPE Ye"PER FT. Lu T.O.SUBFLOOR _ _—_—_—_—_—_——_ IJkT.O.SUBFLOOR _—_ - IJhT.O.SUBFLOOR _—_—_—_ _—_ _ Ijj%T.O.SUBFLOOR _ —_—_—_—_—_—_ _—_—_—_—_—_——_— - J 0 9 , - ---� • •, •° FIN.GRADE 7. 3 �_ (�� d. d I I d`• I i x Cie P.T.WD.LEDGER w/ x Q METAL FLA5HIN6 ON TOP (�J Z ••° ••° TYP.GONG.FND.WALL CON5T. I I 10"GONG. I I • SONOTUBE TYP.DECK CON5T. i • PROTECTION BOARD FOOTING I I N • WATERPROOF SYSTEM (� �l •.d I I • COMPOSITE DECKING x tt1 ° • 10"REIN.GONG.WALL I ' i i • 2x12 P.T.WD.JOISTS 0 Ib"o.c. O . FOUNDATION WALL, • Ys"AIRSPACE I I FOUNDATION WALL, i i Y SEE DETAIL 2/A3.1 .d • 2x4 WD.5TUD5®Ib"o.c. L-_ I ,d SEE DETAIL 2/A3.1 ' ° w/SPRAY FOAM TYP.PAVERS INSULATION(FIN.AREAS) ' I - Y2"GYP.BOARD,PAINT • IY2"RANDOM ta"FOUNDATION WALL w/ , I REIN.GONG.FOOTING, (FIN.AREAS) BLUESTONE w/SAND ^` SEE STRUCTURAL DWG's NOTE: 4"5AND BED• SWEPT JOINTS I OC �.1 FOR MORE INFO. ALL WOOD • DOOR AS = IN DIRECT TYP.GONG.SLAB CONST. b" iz G COMPACTED SCHEDULED cry RAVEL BASE ON I d CONTACT w/ ° ••CONCRETE d _ C • 4��REIN.GONG.SLAB COMPACTED 501L 12"SQUARE SHALL BE r X 2 • 10 MIL.POLY VAPOR �-COLUMN ., PRESSURE •� • BARRIER TED .a COVER OVER N GONG.SLAB,5EE TREATED. GRAVEL BASE ON —GONG.SLAB,SEE WD.COLUMN GONG.SLAB,5EE • DETAIL 2/A3.1 COMPACTED SOIL DETAIL 2/A3.1 DETAIL 2/A3.1 B T.O.SLAB ------------------------ �— T.O.SLAB _— •• p T.O.SLAB ---------------- -- •, B TO.SLAB - --- ------------------------------ o d 4 d D O d a +, •4 Y 4"PERF.DRAIN O 4"PERF.DRAIN O 4"PERF.DRAIN O I I PIPE IN COURSE PIPE IN COURSE PIPE IN COURSE I i • GRAVEL,WRAPPED REIN.GONG.FOOTING, GRAVEL,WRAPPED REIN.GONG.FOOTING, GRAVEL,WRAPPED REIN.GONG.FOOTING, i 2"RI61D INSULATION IN FILTER FABRIC, SEE STRUCTURAL DWG's IN FILTER FABRIC, SEE STRUCTURAL DW6's IN FILTER FABRIC, ��, SEE STRUCTURAL DWG's I I 2'-0"MIN.EA. x CONNECT TO DRAIN FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. i i 10"GONG. n DIRECTION FOR �-SONOTUBE ENTIRE LENGTH OF REAR o WALL SECTION WALL SECTION WALL SECTION ,,J � FOOTING m WALK-OUTL SCALE:1/2"=1'-0" 2 SCALE:1/2"=1'-0" 3 SCALE:1/2"=1'-0" 4"PERF.DRAIN III ° -REIN.GONG.FOOTING, --------� PIPE IN COURSE SEE STRUCTURAL DW6 s FOR MORE INFO. &RAVEL,WRAPPED 4 FILTER FABRIC, WALL SECTION x CONNECT TO DRAIN--� SCALE:1/2"=1'-0" 3 d 0 %PVC SLOPED TAPE OVER METAL GAP w/PVC DRIP FLASHING REF.DWG'S FOR HEADER NEW WINDOW a DOOR INSTALLATION NOTES: SCOTIA(TYP.) (TYP.) SIZE FOLD SELF-ADHERED CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER 5/a PVC HEAD 5/4 PVC SLOPED GAP RUBBERIZED FLASHING INTO MARVIN SPECIFICATIONS,WOOD-ULTREX INSTALLATION FOR CASING(TYP) w/PVC,5GOTIA(TYP.)- OPENING AT JAMBS 4 NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY INSTALL OVER SILL END OUTSWING FRENCH DOOR WOOD-ILTREX SERIES SELF-ADHERED GAP DAMS(TYP.) INSTALLATION INSTRUCTIONS DATED 7-25-17 WINDOW ROUGH RUBBERIZED FLASHING OVER HEAD NAILING WINDOW R.O.HT. OPENING PREP a FLASHING METHOD A-1 MEMBRANE DRAINAGE s FLANGE(TYP.) SEE EXT.ELEVATIONS SYSTEM GATED 12-22-14. /4x5 PVC,JAMB CASING(TYP.) Z Z W N o E a BACKER ROD AND "'O Q)N u 0 SEALANT AT - p W U Q 9:z -INSULATED GLASS c � PERIMETER OF WINDOW WINDOW SEE EXT. ac p lu j t FLANGE(TYP.) ELEVATIONS 4 WINDOW O ~ i SCHEDULE FOR TYPE U x m 2"HISTORIC PVC i SILL w/DRIP oe "�Z U .2 PVC a --- RUBBERIZED PAN HISTORICAL TYP.ROOF GONST. FLASHING SYSTEM w/END SILL(TYP.) GAP DAMS 4 BACK DAM 5/4x4 APRON(TYP.) • ASPHALT/FIBERGLASS t /� BETWEEN WINDOW UNIT 4 ROOF SHINGLE _ y � STOOL TRIM(TYP.) TYP. EXTERIOR • 15#BUILDING PAPER (:DPAN FLASHING WINDOW/ DOOR CASING • g/e"EXT.PLYWD.SHEATHING Q • ENGINEERED HD.ROOF a0 SCALE.1/2"=1'-0" TRU55 w/SPRAY FOAM 12 TYP.EXT.WALL INSULATION 7t CONSTRUCTION 12 9 TYP. WINDOW DETAIL 8:*_� yNt EAVE w/ SCALE:1-1/2'=1'-0" GUTTER, _ TYP.ROOF CON5T. SEE DETAIL • ASPHALT/FIBERGLASS ROOF SHINGLE • 15#BUILDING PAPER • 5/e"EXT.PLYWD.SHEATHING A3.2 • ENGINEERED WD.ROOF TRU55 w/SPRAY FOAM Z WINDOW AS i ; = INSULATION 7 O SCHEDULED SO i i = Q > Lu = < HD.WALL O 0i =cv 6 ,---------- --� FRAMING, EPDM ROOF 12 i =ry A3.2 1 HD.SILL SIDING 4 i '�P r- dJ PLATE SHEATHING ; ;! ' EAVE w/ ' J BELOW THI5 BELOW THI5 GUTTER, POINT HAS POINT HAS __ 1 ROOF CONSTRUCTION, � SEE DETAIL IQ TO B T CE P..7 TO BE F.T.- .T. SEE WALL SECTIONS 12� --- - -- �G ROOF GON5T.SEE F- ---- ----_—'—' 2x HD.BLOGKIN6 ` DETAIL 2/A3.1 BETWEEN RAFTERS 1 06 CV cp Z \ LT.O.SUBFLOOR _—_—_—_—'—' U =� Q� O FINISH f METAL ZN MULCH � DRIP 2 EDGE--- REAR 6 4 n ~ O m --------- - ALUM. K,� 3 DORMER U '� ,� CONCRETE d GUTTER-, 53/4 10 �) L/W'TYPE°X"GYP. SCALE I/2"=I'-0" CA 5 Z Q BOARD 4 INSULATION J FINISH FOUNDATION HAS A3.1 ABOVE GARAGE J GRADE TO BE ABOVE Q v i i GRADE SIMPSON H-4 OR i T.O.SUBFLOOR _—__ U J cove R+w,e H-5 HURRICANE �` / W Q Q CLIP®EACH 12"SQUARE ----- _I--i L N F O U N D A T I O N DETAIL RAFTER(TYP.) COLUMN ilo Ix PVC TRIM, SCALE I-I/2'=I'-0" COVER OVER PAINT / HD.BLOCKING HD.COLUMN SECOND FLOOR GONST., WINDOW AS ji ; SEE DETAIL I/A3.1 SCHEDULED— = i WALL SECTION O Q UJ SCALE:I/2'=I'-0" APRON,PAINT i 0 �—OVERHEAD DOOR EPDM ROOFING,RUN UP SIDES 4 UNDER i m WINDOW,ON s/4"TSG EXT.PLYWD. j =� SHEATHING,ON TAPERED FRAMING GUARDRAIL w/ ? GATE 36"H. SLOPE Y4"PER FT. r- ABOVE GRADE- a EXT.WALL 3 CONSTRUCTION, —EXT.WALL CONST., = w O SECTSEE IONS SEE DETAIL 2/A3.1 S 1 O� I"CHAMFER 3 — co BOTH SIDES Jk T.O.SUBFLOOR I T.O.SUBFLOOR ROOF GONSTRUGTI N, p =3 SLOPE Y4"PER FT. Q Cie Lo SEE WALL SECTIONS T.O.SLAB _� i FIN.GRADE = DOOR - _ _—_ i N DORMER WINDOW DETAIL —_ - o� 4 _ (--- SCALE:I-I/2"=I'-0" "• •, ? � O N DRIVEWAY, .° e• EGRESS STEPS FIRST FLOOR GONST., Y SEE DETAIL 2/A3.1 - U SEE SITE PLAN - in GONG.SLAB,SEE , ROOF CONSTRUCTION, DETAIL 2/A3.1,NO 'e SEE WALL SECTIONS :• RIGID INSULATION •• ? ^^`` 2x HD.BLOCKING °' - `,'. = x BETWEEN RAFTERS 8"FOUNDATION WALL w/ I'-OY2" REIN.GONG.FOOTING, ,a'•. =ry &_ SEE STRUCTURAL DWG's + METAL 12 FOR MORE INFO. T. x N DRIP 7 '° 6"GRAVEL w/DRAIN x EDGE =n WALL SECTION - �� ..••• "• TO FOUNDATION ALUM. " SCALE:1/2"=I'-0' °•• d .'a �Q PERIMETER DRAIN SIMPSON H-4 OR •• MIN ': •..•P =� MIN. H-5 HURRICANE ° L° GONG.SLAB,SEE CLIP®EACH °• ,.'. DETAIL 2/A3.1 = x RAFTER(TYP.) C**4 4 WD.BLOGKIN6 T.O.SLAB Z i • -;-�---- EXT.WALL ° NOTE: ° a• �0 1` ° z • Ix PVC,TRIM, CONSTRUCTION, a PAINT SEE WALL PRIOR TO INSTALLING SHINGLES,INSTALL GRACE'ICE a jn `` WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED, WINDOW AS SECTIONS RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES. " �� •; r SCHEDULED EAVES.RAKES.VALLEYS,HIPS.ROOF-TO-WALL •'•°: •.°•. • ° 6 E AV E DETAIL INTERSECTIONS,AROUND ALL ROOF PROJECTIONS,AND ENTIRE •' ROOFS THAT ARE FLATTER THAN A 3:12 SLOPE,DIRECTLY TO 4"PERF DRAIN PIPE N COURSE REIN.GONG.FOOTING, SCALE:1-1/2"=1'-0" ROOF SHEATHING.INSTALL'ICE a WATER SHIELD'FROM THE GRAVEL WRAPPED IN F LTER SEE STRUCTURAL DWG's EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR FABRIC,CONNECT TO DRAIN FOR MORE INFO. x WALL LINE. INSTALL PER MANUF.INSTRUCTIONS - 2 WALL SECTION SCALE:1/2"=1'-0" a a o n .O-,I=.b/I'3Td75 D NOIIVHNOdNI NOUVaWlOd IVNOIIIaaV 210d 99ION 0LLTb29N99 99S 'b e MOGNIM 5SgS93-NVId NOI1VaN(lOd V S-11 S107IAaM TTV 1V 531VTd 1N3W35V9 1(10 NIYM-NV-Id NOIIVON(IOd 35V9 QNV dV7.Gi'131d9N121ds.N71H1.ri(3aIN021d'313217N07 H11M 'a a110S a3TT1d 11 99 VHG sNWMO9 k TVT TTV-.NWm07 AIIVT. 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Z�sl -03 CD mzz m � !1 Q d •A y�y 3N 0 sw.w6u3 6UljrSuo3 s[gto la'4%n�0u Eg6r 11!aN.O/ejaW� �d wel wad)Pel9l- r--,O-6ulj—l6+31ejnmA5 SHMN19N3 MoASNOD 1113N,O-VH V1 �� GENERAL NOTES: GENERAL NOTES: GAS FURNACE W SPLIT AIR CONDITIONER SCHEDULE LABEL(ID) MAKE MODE INDOOR UNITS HP INPUT OUTPUT VOLT PH AMPS FUSE COIL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP NOTES I. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE u BTUH BTUH MODEL OWNER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9. BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR Alit-1 CU-I HEIL N9MSE0601714A 1 2 60,000 58.000 115 1 9.7 15 EDM4R36L17 N!XA636GKA 3.0 16 208/230 1 18.1 30 AMP SEE NOTE 1 ACCESSORIES ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. AHU-2/C11-2 HEIL N9MSE0601410A 12 60.000 58.000 115 1 9.7 15 EDM4X30L14 NXA630GKA 2.5 16 208/230 1 16.8 25 AMP SEE NOTE I 10. ALL DUCTWORK ELBOWS AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE Hl'AC CONTRACTOR SHALL PROVIDE ALL NOTES:I.PROVIDE SPLIT SYSTEMS WITH HIGH/LOW PRESSURE SAFETIES.T\V VALVE.CONDENSATE NEUTRALIZER KITS,CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS =Z W E� LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED PRESSURE DROP. 2.PROVIDE AU\ILARY DRAIN PANS. W ' c v u v TESTING OF THE MECHANICAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE I I• THE MECHANICAL CONTRACTOR SHALL BALANCE THE IiVAC SYSTEM PER THE AIR FLOWS LISTED. AIR DEVICE SCHEDULE w►' >o c 0, FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS.THE RANGE "'u a F FOR PERMIT COSTS. Q oe W o EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED LABEL OD) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES O F o 0 2. THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITY CD-I HART&COOLEY A682M 12.\ti 7" 80-110 2-WAY CEILING SUPPLY DIFFUSER - u = 0 3 a' HAVING JURISDICTION.IT SHALL ALSO MEET THE 2020 MECHANICAL CODE OF NEW PORK STATE STEEL OR STAINLESS STEEL DUCTWORK.THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR P u y 2020 RESIDENTIAL CODE OF NEW PORK STATE 2020 BUILDING CODE OF NEW PORK STATE.2020 FUEL SURFACE BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. FG-1 HART&COOLEY 421 12xti SEE PLANS 0-130 FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR Z U 12. DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH MINIMUM THICK METAI Q GAS CODE OF NEW YORK STATE,2020 ENERGY CONSERVATION CODE OF NEVI'YORLK STATE AND 2020 RR-1 HART&COOLEY 661 12x12 - 0-260 WALL RETURN GRILLE FIRE CODE OF NEW YORK STATE. DUCT 41NCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M 1502 - RR-2 HART&COOLEY 661 24x14 0-800 WALL RETURN GRILLE 3. THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.INSULATE DRYER tutu►a�,y RR-3 HART&COOLEY 24�12 - 0-720 CEILING RETURN GRILLE p�NF FULLY INFORM ITSELF OF ALL CONDITIONS. EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE COMBUSTION AIR .2, p'y OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CEILING TYPE HARDWARE BEFORE ORDERING *' t 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS 2.EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. ♦ t APPLICABLE CODE REQUIREMENTS. 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN.BALANCE PER CFMS LISTED rr C 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER l- rq 13 ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS. 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK. $R AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE i , 14 APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM p PROJECT. �7a4x� DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES 9 6. THE MECHANICAL CONTRACTOR SHALL SUBMIT O&M MANUALS AT THE CONCLUSION OF THE EXHAUST AND SUPPLY FAN SCHEDULE r3ct7 �r PROJECT. ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. 7. INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS.ALLOW THE 15 COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AWAY FROM WINDOWS, LABEL(ID)MAKE MODEL CFM S.P. VOLTAGE PH AMPS WATTS DISCHARGE NOTES MANUFACTURERS RECOMMENDED CLEARANCE AROUND ALL COMPONENTS.IF THE CONTRACTOR EXTERIOR WALLS.HEAT SOURCES AND SUPPLY AIR DEVICES EF-I PANASONIC FV-05-1 I VKSI 80 0.2" 120 1 0.16 - 6" SEE NOTE 1.Z 3.4 FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS HE SHALL NOTIFY THE ARCHITECT HEF-1 FAN TECH FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE I.2.3.4 FOR A RESOLUTION. SF-I FAN TECH FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 5,6.7 8. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LINED OR WRAPPED WITH NOTES:1.EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS. INSULATION TO MEET CODE REQUIREMENTS.DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BE 2.PROVIDE WITH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. METAL WRAPPED WITH INSULATION TO MEET CODE REQUIREMENTS.FLEXIBLE DUCTWORK SHALL 3.INSULATE ALL EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION N Z BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LIMITED TO 14'MA.XIMUM.ALL EXHAUST 4.PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. O 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD N AND INTAKE DUCTWORK SHALL BE METAL WRAPPED WITH INSULATION AND VAPOR BARRIER TO 6.PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT HEATER. MEET CODE REQUIREMENTS. 7.PROVIDE WITH CONTROLLER.MOTORIZED DA%PER.FAN WITH EC MOTOR AND ALL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM w ELECTRIC WALL HEATER SCHEDULE NOMENCLATURE LABEL(ID)MAKE MODEL CFM HTR WATTS VOLTAGE PH AMPS NOTES WH-1 QMARK CWH-1202 65 1.000 240 I 4.2 SEE NOTE 1.2.3 UNDERCUT DOOR V NOTES:1.FURNISH WITH INTEGRALTHERMOSTAT. 2.FURNISH WITH DISCONNECT 3.PROVIDE WITH ALL NECESSARY HARD WARE EXI IAUST FAN L1J N ® FLOOR OR CEILING SUPPLY DIFFUSER O O N Z J } Lu Fq RETURN GRILLE U LLJ N = O � MANUAL VOLUME DAMPER ZO Q U Z D _ W o-- MOTOR OPERATED ZONE DAMPER U LU JQ F- "] THERMOSTAT O Q N c) O Z H O LU 00 N O _ r- >1 o Q i r- Lo O N �- ) °' z0 N D CV z z Ui 42, W j-q 010 y C R V a M-yH >O C0` O1 0 p W U Q F OLp W C_.� ND 0 -to; 0O O U = 5 3 u .c°' v �.z o U Q r�wury ti OF NFL' �r a I CD-1 7"Q 7"1 ins {,c��1 50 CFM D 50 CFM 7"HONEYWELL �......•� FRESH AIR rE 3 slClti4�P DAMPER 7"' 7"@ Z 0 w RR-I I) 170 CFM Z MR 7"Q J CL 7"1 O o CD-I 7"4 0 N 50 CFM 7 LPL - x "4 r- o�e x Z N x LU O LU � C a Q LU CIO _1 10\10 o 7"Q W U Q 14x12 1 T FLOOR 8\10 0 N ZONE DAMPER 7" 10"�BYPASS CD-1 7"4 W/DAMPER M 6"a EX-H 50 CFM 6„Q f 7" 8a8 ZONE ^' DAMPER }" AiU-1 EF-1 Z O ^� u---HONEYWELL W81 50 FRESH AIR w C ' CONTROLLER o CN 24X8 RETURN O � � �UP • I 7"4 FRESH AIR Q L V) CV �.._ O • Z N cc 7"@ a� 7"j 1 UNIT TV BASEMENT PLAN W/WALKOUT M-1 SCALE:1/4"=1'-0" 1� ZZL NO E$ W u )V O'O N 2 C OD U v 04 H > C 0,G W V Q K O1� OC Q W C-. 4O 0 O C O u = u °' v .Z o U Q FG-I ® ® 9sc�WW", FG-1 FG-1 OF NiF 130 CFM 130 CFM 130 CFM CD-1 F 50 CFM EF-1 CD-1 CD-1 75 CFM 75 CFM 7"p KITCHEN HOOD W/ 6"f 7„¢ 7„¢ EF-1 INLINE EXHAUST IN ATTIC.INTERLOCK 7" EXHAUST FAN WITH MAKE UP AIR FAN CD-1 cn 7�CFIGf Z 7"Q 7„p „ 0 CD-1 6 4 SO 50 CFM 14x14 FRESH > EF-1 AI FROM w .y 6"4 MOD ABOVE V) Z N Q uj� 6„4 J EF-1 CL "t = SF- CD-1 3i3ZF'l�f Of w O ® FG-1 8"0 UP TJJRQUQB O CV 130 CFM ROOF � O 7„ L - N ® L INLINE HOOD EXH 0 FG-1 10" FAN IN ATTIC _ 50 CFM C N UTR (HEF-1) CD-1 Z '--' 7„ — �� O I I Ian 10„ — N 4 o LIJ V) L06 w w 10 KITCHEN — ¢ U � CU-2 HOOD EXH UP DRYER VENT UETR 920 CFM T :., 6"4 EXH DOWN DOWN Lu p u „ N Q 2.5 TON BOX L.L 4" 20x10 AHU-2 22x16 6"Q EXHAUST 8„4 UTR UP&DOWN CD-1 Cu-1 ® FG-1 3If= b 4 3.0 TON 90 CFM CD-1 14x14 MAKE 70 C fW UP 6"� 7„f _ AIR GRILLE Z RR-2 = ,[ 970 CFM 7" O WH-1 T 1 CEOO 6"m EXH W 1 O r6-0 FG-1 6 XH UP O 80 CFM DOWNFURNACE m FURNACE VENTING UP O 7„¢ VENTING UP 6"HONEYWELL N Y8150 SYSTEM& W8150 CONTROL EF-1 CD-1 PROVIDE ACCESS CD-1ae ® 70 CFM 7„t FOR SERVICE. 80 CFM �I FG-1 � ` '� I 50 CFM D N 6" 6°� O F-1 EF-1 - U N 7"f Z 7"f P1 7"f 7"4 FG-1 CD-1 CQl CD-1 CD-1 50 CFM 70 CFM 50 CFM 50 CFM 80 CFM 5 ® N FG-1 FG-1 80 CFM 80 CFM 1 UNIT"D1"FIRST FLOOR PLAN M— SCALE:1/4"=1'—0" 2 UNIT"D1"SECOND FLOOR PLAN M— SCALE:1/4"=1'—0" z z E S.' UA -V 010 0)N d 0, 'IF >0 .0):z a&u cc 0 MA C_.: 4)O 0 0" U u ,a) P-1 z OF kptj k ......... z 600CFMINTAJW.-CqMBANI3-eA?. 0 > _- i' I ' i ; ; Z CL LL- 0-8TER10 BATH EXH MINATE W/ I 0"p EXI f HOOD 0 ROOF CAP. W/CURB&GAP0 0 < II N IT NOTE:ALL ROOFTOP PENETRATIONS u SHALL BE THROUGH FLAT ROOF AREA I I i + z Z < 0-4"DRY VE u V) U-1 < LU u < 0 0-GAS FqRNACE CONCENTRIC VENT BATH EXH >- TERMNATE W/ ROOF CAP. I I l I2: 0 U. UJ ca INTAKE AND:CA:P. r L0 CN 0'. --4 CN ------------ CN UNIT"D1"ROOF PLAN �M�-3 SCALE:1/411=1 1-off ELECTRICAL SYMBOLS Q RECESSED DOWN LIGHT OSURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE AMPS:200 r 0 LINEAR STRIP LIGHT WALL MOUNTED DOOR CHIME PUSH BUTTON, v MOUNT 48"MAX AFF TYPE:M.L O. a WALL MOUNTED TWO TONE DOOR CHIME, PHASE/WIRE:1/3 -0 MOUNT T "AFF r SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE 120/240 MOUNT 48"MAX AFF U.N.O. 3 THREE WAY WALL MOUNTED SWITCH, A.I.C.:22,000 C U MOUNT 48"MAX AFF U.N.O. y o ° N <, oWU ait -m - 4 FOUR WAY WALL MOUNTED SWITCH, CIR. TRIP NO. NO. TRIP CIR w p us o MOUNT 48 MAX AFF U.N.O. p0 NO. AREA SERVED AMPS A.W.G. POLES POLES A W G AMPS AREA SERVED NO O ~ O O120v,MULTI-STATION SMOKE ALARM U = t 3 S WITH 9VDC BATTERY BACKUP LIGHTING BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) U z co 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES.BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UN FINISH 2 a U WITH 9VDC BATTERY BACKUP EP 3 RECEPTACLES:MEDIA PANELS(BSMT) 20 #12 1 1 #12 20 RECEPTACLES:BSMT BATHROOM 4 ELECTRIC POWER PANEL AFCI AFCI DEDICATED GFI(1) 0MP MEDIA(TEL OR CAN)PANEL LIGHTING:STAIRS,MUDROOM(1st),BATHROOM(1st) 20 #12 1 1 #12 20 RECEPTACLES:1st FLR BATHROOM OF IV�lY 6 $ 5 ,P ' Y .0CLOSET/PANTRY(1st),HALL(2nd),LAUNDRY(2nd) AFCI AFCI DEDICATED GFI(1) q,. ,! JUNCTION BOX f DUPLEX RECEPTACLE,MOUNT 18"AFF U.N.O. 7 #12 1 1 #12 8 1 a ��.� Q� LIGHTING:GARAGE 20 20 LIGHTING:ENTRY,FOYER,&DEN * St• Tf RECEPTACLES:GARAGE GFI(2)&GDO AFCI AFCI RECEPTACLES:ENTRY,FOYER,DEN&EXT GFI(1) r�, m DUPLEX RECEPTACLE,ONE SIDE SWITCHED, I I +K'E MOUNT 18"AFF U.N.O. LIGHTING:LIVING&DINING 20 20 LIGHTING:W. 9 #12 1 1 #12 M ROOM 10 ��'✓� GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U.N.O. RECEPTACLES LIVING&DINING AFCI AFCI RECEPTACLES:W.M ROOM&EXT GFI(1) �,rg;;�p1t�r•� 'grarurrNr�� DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING KITCHEN 20 #12 1 1 #12 20 RECEPTACLES:KITCHEN COUNTER 12 ` RECEPTACLES:KITCHEN(ISLAND) AFCI AFCI a TV TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO 20 MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN COUNTER AFCI #12 1 1 #12 AFCI RECEPTACLES:REFRIGERATOR 14 a TEL TELEPHONE OUTLET,PROVIDE WITH CAT5E CABLE TO MEDIA PANEL,FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING:RANGE HOOD INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES:RANGE 16 XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING N Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING REAR PATIO 20 20 O PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 #12 1 1 #12 RECEPTACLES:LAUNDRY&HALL(2nd) 18 RECEPTACLES REAR PATIO GFI(1) AFCI AFCI N C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER LIGHTING:M.BEDROOM,CLOSET&M BATHROOM 20 20 RECEPTACLES:M.BATHROOM w 17' KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 RECEPTACLES:M.BEDROOM AFCI #12 1 1 #12 AFCI DEDICATED GFI(2) 20 'MAX ES MAX BELOW COUNTER GFP INDICATES GROUND FAULT PROTECTED 21 #12 1 1 #12 LIGHTING:BEDROOM#2 CLOSET&BATHROOM#2 20 20 LIGHTING:BEDROOM#3 CLOSET&BATHROOM#3 22 WP INDICATES WEATHER PROOF ENCLOSURE RECEPTACLES:BEDROOM#2 AFCI AFCI RECEPTACLES:BEDROOM#3 GD INDICATES GARBAGE DISPOSAL V)Loll RECEPTACLES:BATHROOM#2 20 20 RECEPTACLES:BATHROOM#3 LL DW INDICATES DISHWASHER 23 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) 24 F-Q R INDICATES RANGE O REF INDICATES REFRIGERATOR 25 LIGHTING:ATTIC 20 #12 1 1 #12 20 RECEPTACLES:DEDICATED WASHER&DRYER 26 Z HD INDICATES RANGE HOOD RECEPTACLES:HEF-1&SF-1(ATTIC) AFCI AFCI _ FP INDICATES FIREPLACE N D INDICATES DRYER 27 28 Z 0 0 W INDICATES WASHER WH-1 WALL HEATER FUTURE MAKEUP/SUPPLY W.J Q (W.M ROOM) 20 #12 2 2 #6 50 DUCT HEATER(ATTIC) ` INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 30 LLJ Z } GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH J Q SIDE OF INTERIOR DOOR J V) Z N 31 HWH-1 CU-1 32 Q J O GENERAL ELECTRICAL NOTES: ELECTRIC HOT WATER HEATER 30 #10 2 2 #10 30 OUTDOOR AC Z U Z 33 (BSMT UTILITY) CONDENSING UNIT 34 O 1.ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,FUEL GAS,AND ENERGY 0 CONSERVATION CODES OF NEW YORK STATE,2020 NATIONAL ELECTRIC CODE,AND ALL APPLICABLE nry- I--W ui W LOCAL CODES AND/OR AMENDMENTS. 35 AHU-1 GAS FURNACE(BSMT UTILITY) 15 #14 1 CU-2 36 N W Q ~ Q 2.ALL MATERIAL SHALL BE NEW AND U.L.OR EQUALLY APPROVED. 2 #12 20 OUTDOOR AC p LLJLJ� cUn 0 3.PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, 37 AHU-2 GAS FURNACE(ATTIC) 15 #14 1 CONDENSING UNIT 38 PHASE AND CIRCUIT NUMBERS 4.ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHN/THWN COPPER OR EQUIVALENT SIZED 39 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 40 ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP. 41 SPARE - - - - - - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAYBE SCHEDULE 40 PVC 7- 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND. 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS O U. 8.ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH � N PANEL uj 9.ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT 120/240,200A,1P,3W GROUNDING. TYPE 3R METER w/BREAKER, M.L.O.,TYPE 1 ICE BOXES 120/240,200A,1P,3W TERMINAL SERVICE 10.CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR B BOXES r- 1 WIRED PRIOR TO WIRING OR ROUGHING IN. PER SERVICE PROVIDER (1)2"CONDUIT REQUIREMENTS WITH(3)#3/0 CU UIREMENTS Q � 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE O � AND AMPERE RATING TO SUIT EACH FUNCTION. .. D N 12.ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY O RATING TO SUIT EACH APPLICATION.MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES, CATV TEL RMS,U.L.SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER v N 13.ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION.ALL SYSTEM WIRING NOT #6 CU GROUND, M P-CATV MP-TEL CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL ^, SERVICE GROUND W 14.PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER JQ ELECTRICAL WORK.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES 15.ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE - C CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF. Z 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT. N 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)2"CONDUIT CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM WITH(3)#3/0 CU CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING,FOR CLARIFICATION DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. CATV (1)1"CONDUIT WITH 18.ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5.5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND TO BUILDING TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED METAL WATER PIPE APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS. 19.A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1"CONDUIT WITH #6 CU GROUND TO SECTION/S.FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL (2)CAT5E CABLE 3/4"x8'GROUND ROD CHARACTERISTICS. CD 20.PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY.PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY. 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21.AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD. 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT ALL FIRE RATED ASSEMBLY PENETRATIONS.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES zzW Eo, W OC NO O� y C 00 V v y p„ >0 CO; C W U Q r �O H O Q U = c 3 U ,.z o °C U (W�P a lT �� OF IV glulkl i TEL D \ Z I Q TV I w I cn / Z dh -- CL }, 0 - N O N I Z II N Q I w ° / z D MP-CATV / LU -� Q w W MP-TEL Ucc < Q U � 1EP \\ I / I I C I / / AHU -4up EF 0 MAKE-U P AIR LU L CONTRO PANEL J n�, N / N.\\ / CO (D Lo / N / SE O � � N I � N b 1 UNIT TV BASEMENT PLAN W/WALKOUT E-1 SCALE:1/4"=1'-0" i W �� O.4 u y 2 C R U v z z LU E H V, >o C O P CusU QFX 0rA 1 O OC W p t p o / \ �/ \\ // \\ U Z O cy WP u a �\ 9 c \ OF NL2yy C� EFTV p �� KI 0-1 \ \ •~� OPTIONAL DW GARBAGE �C� oO / DISPOSAL/ C ' =UG 6, V p ' 1 R@= 1 /A FP � / EF \\ \� \1 \ / /// Z 0 \ _\ \�--/ <TEL /lb 9 / /�� SO \ \ UJJ / C EF 1 TEL> \\ \ \ GFP \ \\\ i - - \I Z .69 \C- C ———+ REF\ I O J CO \\ 1 d ®C cp `®_E -- O / �/I FIEF LOC1IQED�\INTHEAy / �'o \ 11 Il d 1000, ?/ O ALIJ // \ .00 \1 \\ `\ 0 O } N \ s s w >- i V 06 \ 1@ \\ I N Q Q / \ vCie Ui e 1 NP ll / 1 / G O AHU OCATED IN �I /// c W GFP D FP / � 2 THE ATTIC I -/ / J9 CU I _—�� OPTIONAL) ELECT DRYER 1 I CO O //� -_\\\ O PI), I \ WP / URNACE DN /— DN sO c0 / SUP T49 O F:z db 24 c& �9 .69- // Tv D r- TV TEL D a TEL EF \ / 1 . � \\ / �\ Q i Lo QONTROL OF N ATTIC LIGHT � O c , • OGDONG �� — �/ v CN CN / / EF E000, / \\ cqp qpc / \ N `, OWP a wP \ 1 UNIT"D1"FIRST FLOOR PLAN E-2 SCALE:1/411=1'-oil UNIT"D1"SECOND FLOOR PLAN E-2 SCALE:1/4"=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE � ,�_� SYMBOL ABBR DESCRIPTION ,� _'DISCHARGE PIPE TRIM CONNECTIONS �--� s S or W SOIL or WASTE PIPING INLET /as SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS MANUFACTURER MODEL VENT WASTE WATER WATER r S S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, - — -- - -———————- V VENT PIPING �� %' PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" LONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM �a� O -�~ SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH PLAN _ �.___ PLANS FOR TRIP LEVER LOCATION W a LW LW LAUNDRY WASTE PIPING W v o� _ - --� - VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, � C ————LV———— LV LAUNDRY VENT PIPING _ _ _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 �.,1- >o c P-1A WATER CLOSET KOHLER K-3998-0 3" 2" ��' c..+u air O1� SEAT,SEE ARCHITECTURAL ELEVATIONS& i c W C o o Iw IW INDIRECT WASTE PIPING PLANS FOR TRIP LEVER LOCATION = t Iw CWW CLEAR WATER WASTE PIPING ~ v WHITE,VITREOUS CHINA W/OVERFLOW, ^Z 6 TP TP TRAP PRIMER PIPING CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" 36" POLISHED CHROME FAUCET W/POP-UP DRAIN. a SYSTEM SEE FLOOR PLANS G G NATURAL GAS PIPING GATE VALVE ` WHITE,PEDESTAL W/OVERFLOW.POLISHED cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" CHECK VALVE �� CHROME FAUCET W/POP-UP DRAIN. 4� Y Hw HW DOMESTIC HOT WATER PIPING *� p�F �Dcw NDCW NON DOMESTIC COLD WATER PIPING P-28 LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" �.. �„ WHITE,VITREOUS CHINA W/OVERFLOW,CHROME 5 2 FAUCET W/POP-UP DRAIN. , BALL VALVE STEEL COVER pTi�A�,,✓ 06 NATURAL GAS VALVE FLOOR SLAB UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, r.s9+a,,' _ 2914"x 15 2'4"x 716"DEPTH,PROVIDE GE BALL AND DRAIN VALVE P_3 KITCHEN KOHLER ' K-3183 KOHLER K-10433-VS 2 2 �„ �„ GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, DRAIN VALVE HIGH WATER ALARM INLET SINK I K-8813 CONTINUOUS FEED WITH DISHWASHER DRAIN � -PUMP#2ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW Y2 PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES OXOX _ _ A TURN BRASS BALL VALVE,LOCATED BEHIND d6 OS&Y OS&Y GATE VALVE FLOAT VALVES P-4 ICE MAKER BOX SIOUX CHIEF 696-GBOOOMF � REFRIGERATOR,WHITE FINISH N �+ vIv VALVE IN VERTICAL (TYPICAL) Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED Z O TMV THERMOSTATIC MIXING VALVE Y1-3" WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR h Y2=3" 12 OXBOX ONE _ _ > Y3=- P-5 MACHINE VALVE SIOUX CHIEF 696-24138E 2" 2" �" 36" PAN SIZES)REQUIRED.DOUBLE HOSE BIBB uw TRAP PRIMER &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE P-6 TUB KOHLER KOHLER CID 2" 2" h1l i6" LLu Q FLOOR DRAIN 1 SEWAGE EJECTOR PUMP DETAIL K-1150-0-LA K-304-KS-NA BATH SPOUT,SHOWER ARM W/FLANGE AND �__cn OED OPEN END DRAIN P-O NO SCALE SHOWERHEAD. O J NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z< M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-TS11076-4 2„ 2" 36„ 36- SHOWER ARM W/FLANGE AND SHOWERHEAD. LLB N �14 — PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. Q IC) O LU 3 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" �'� �" �UTILITY SINK FAUCET W/LEVER HANDLES w Q Lu PIPE CONTINUATION THERMOMETER N --�V.) 2:Z CV - PIPE UP THROUGH SLAB ABOVE VACUUM RELIEF VALVE Hw so FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER Z Z_ O j Z BLADDER TYPE ♦ PIPE DOWN THROUGH FLOOR SHOWN O 0 HOT WATER TO SYSTEM EXPANSION TANK LU 111 PIPE RISE/DROP SUPPORTED FROM FDING -B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS = J oc W&T WASTE AND TRAP STRUCTDURE Lu J U U Q 0 CL Ln N cl �— co CLEANOUT AD AREA DRAIN JR SMITH 2142-U - - 2" 2" _ _ AREAWAY,CAST IRON STRAINER,VANDAL �T I PROOF SCREWS $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT COLD WATER INLET cw /4 TURN,POLISHED BRONZE,FREEZE PROOF W&V WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB - - - - %4" - WITH INTEGRAL VACUUM BREAKER w&wv WASTE&WET VENT UNION(TYP) �— — HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, � ev BOW VENT HWH-1 HEATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE&TEMP PROVIDE WITH EXPANSION TANK,SEE DETAIL Z VIF VERIFY IN FIELD RELIEF VALVE FULL SIZE DRIP PIPE TO ELECTRIC NTS NOT TO SCALE WITHIN 6"OF FLOOR HOT WATER 120 GAL H O O CFH CUBIC FOOT PER HOUR HEATER w SF SQUARE FOOT DRAIN VALVE a N L.O.W. LIMIT OF WORK U.N.O. UNLESS NOTED OTHERWISE —5'AFF Q } V&C VALVE&CAP FLOOR FM FORCE MAIN N (INV.Xx'-X") INVERT ELEVATION r2-'\N ELECTRIC HOT WATER HEATER INSTALLATION DETAIL ~ O • U N P-0 NO SCALE Z GENERAL PLUMBING NOTES 1.ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,PLUMBING,FUEL GAS,AND ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR AMENDMENTS. 2.INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS N 3.LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE THE BUILDING 4.ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE ALL SUPPLY PIPING 3/4"AND SMALLER SHALL BE CPVC OR PEX 5.ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF T-0"BELOW GRADE. 6.ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED. 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED. 8.ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES 9.MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE 1'-6"UNLESS OTHERWISE NOTED 10.PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION BEING SERVICED. �I W Z O o in C� V v �H ;ON [p, CWu a� 0 QO11? = t $' O 0 Q (Du = D u ^Z °C U Q wuuu�„ 3/a cw � OF aC.�,r ~aMNIN�' v 3/a,. 1 HW , 7'W&V cw 7' *-CW z O w 7' 4"S F— Y2 CW LLJ Z< (5)1/7'HW L V) (�)1h cw V) Q N O r--� m � 0-4 Z L 4.. O M J ui W 7v U J Q N Q 7'V LLJ N C) h"CW&1h'Hw fr'Cw TO INDIVIDUAL TO PEX MANIFOLD TYPICAL 7'W&V r FIXTURES toh'HW HW PEX MANIFOLD—�,C--0O� P-2 1"VALVED HW DROP 60 C 1"VALVED CW DROP17� 1" `(60 CFH) ��, CW PEX MAINFOLD P_1AIlk s *-CW 7'V 3"S 1"CW P-6 =, 1�. j 1h HW O REFER TO CIVIL DOMESTIC WATER SERVICE 1" N 7v +� �WCW O DRAWINGS FOR FP SERVICE — CONTINUATION �cw 1 1 0�-zS vu 7v DOMESTIC WATER SERVICE W UP TO ABOVE GRADE BY SITE CONTRACTOR FP SERVICE — 4 �--- (SHOWN FOR COORDINATION ONLY) 120 GAL ELECTRIC i(60 CFH) (5)�Cyy SIMPLEX SEWAGE EJECTOR jLo HOT WATER HEHR +i`i�i�• SE 1 O (� 1 1 l SEE DETAIL 3"RADON v 3"RADON (2)!i Hw.-r U N (3)*'CW*--t r-- FM 7' D N U 3/4"C W 4" o � 1 UNIT TV BASEMENT PLAN W/WALKOUT P-1 SCALE:1/4"=1'-0" a WZ au E OC mo O� C y � V H y N G C a cWU ao Oix au C 1O NOTE: O _ ° C Q ON UNITS WMALKOUT BASEMENT, U x t 3 N o WALL HYDRANT SHALL BE LOCATED ON U ^) LEVEL BELOW,3'-5'ABOVE GRADE. WH < U 'Y4"CW ��OF NEtV TL *cW �r ' fr'cw (2)2'v P-1 • a � `j zw "s zv S • 4 s 7W&T YZ'Hj 0 7v P-6A 71V -PROVIDE W&HW CONNECTIONS , •�•C h HW 'CW Y7'HW TO DISHWASHER BEIJOW COUNTER CW y2"CW Q 'YzCW o- • zw&V II h"G TO WHW Of s P$ �'cw FIREPLACE h"CW �'G TO1 h"HW i P-2B —7'W&V YZ'G(25 CPH) 7W&V 0---j �J�E;hf Ea 7W • P-3 h"HW „HW�s �"Cw Ya" ( ) "G TO � G G 7'STUDOR VENT�— � G 136 CFH H FIREPLACE 302"G(25 CFH) 4" 1A"G 036 CFH) h"CW • Z N h'CW z'W&V i P-2B 0 G s0 2"W&V „Hw Lu w � 0 !r'HW 0 4"S s P-6A P_1 Z c� FD-B O o �--zv • U !r Cw • *'HW 30�,c W w v) w__z s 3"S 30�'Cw zv (/-) Z 7 7&V (5)h"HW 3'S Q - 0 %"HW (7)fz CW CL O N h"Cw - � O y4"G(182 CFH) 11 O CN Z J >_ Z — L.L D Cc G--zv CL of-zv I U Q ~ �2 H W w CL U Q G 7z'CW 0 G 2"LW z'V r1c rivv to6l•r—' N h'CW fY'CW P-5 20 CFH 2'w 2"V G z'LW&V %4"G(60 CFH) *'HW n Y4"G(60 CFH) z'LW&T WG(20 CFH) h'Cw 2" �zw&V P-7*'HW a CW-----� "CW 3"RADON 3"RADON DOMESTIC WATER METER 3,S 7,W W 3"RADON 2 2 V .��/ c MINIMUM 17'AFF� �'3"S zv U. O W/SHUTOFF VALVE _D� � • •�• 4»S Y4"G(60 CFH)_// m Lu START OF PLUMBING WORK CF DOMESTIC WATER SERVICE DOWN TO VJ BELOW GRADE BY SITE CONTRACTOR P-2A P-1 4" 1 4� "RADON ()/1"HW �HW z'V -- P-6A P-6A 2 V Q r— (5rr)/2 CW �CW 7 W&T zv (2)YZ'HW= F- F- h,HW Lo 1 y`Y'G(326 CFH) 1l111+111 7W&T (2)YZ'CW /2 CW O N �3/4"G(60 CFH) r--r � � GAS DROP&VALVE G (2)YZ'HW 3"S 3"S - i �+ 11.1 HW (2).''CW r NSTART OF PLUMBER'S WORK 3)�CW 'CW �'CW (�)7 V Z BY PLUMBER �p (2 3'SP-1A • • P-1A GAS METER ASSEMBLY 3"S 3"S PLUMBING CONTRACTOR TO r BY GAS COMPANY 2 PROVIDE INSULATION ALL /� t-h—d PIPING IN UNHEATED GARAGE GAS SERVICE UP FROM- "CW PLUMBING SUBCONTRACTOR ,�� BELOW GRADE BY GAS 1 TO COORDINATE W/G.C.TO P-2 •" P-2 (2)/2 2'W&V COMPANY -o (2)*'CW MAKE ALL NECESSARY = (2)X7'CW zW&V PROVISIONS TO PROTECT N (2)h'HW PIPING FROM FREEZING a�4„Cw� WH C, 1 UNIT"D1"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" 2 UNIT"D1"SECOND FLOOR PLAN P-2 SCALE:1/4"=1'-0" Nil r Ga oy W OJRB on *.W 9'wup&rm ST IBM QX*M To K KI N F1 V RM NT 16, 113 1 17 2 MULBERRY COURT UNIT B WATER SUPPLY p 00 17 s.g STATIC PS!: 50 PSI RYE BROOK NYs RESID PSI: 40 PSI 'u FLOW, 105Q GPM 0 12) 113 IC WW MY WW11%DUE -Ills ve III FO A HYDRAW FLOW CMUM 01 E18 in#16 Is 7119/2016 Of SM MO WFW r 0 it 17 13 Ito P4 IS psi�t4 117 J12 1113 .......... its 110 CUM'C'-21 MCIER W -15 ROSE LK -------- to 113 air wer(rfp) is IK um -7 HWYSUCkU LANE NFPA-13D GENERAL NOTES SCREW RIB X I I QM FOR W W I Is ' 911 WSU. -3 HakrEISIME LANE 4 PRWOS,LANE 9 PNM Ufi[ C1 SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) SPI*aS SYSTEM IS a WIDRAUUCALLY CALCIAATEV MET SYM in r allugm ou ftt 27 JAM LANE 14 18 AWINE IK X in P PIPING HAS SM SIZED US94C A UGH1 HAZARD DENSITY OF.05 GPM OVER MOST REMOTE 2 SPRNURS 19 Aw, LVE --------- UPIPE 14 AW LANE IN A COMPARTMENT USNG RESIDENTIAL SPRINKLER HEADS. N _1 . "\\" / y. 10 Aw LAK MAX[MW Sparta ER HEAD SPACING-324 aq(L 15 P2 2 U.LBW COURT SYSTEM DESIGN 5I.F.P.A.#130(2010 EDITION) OFFSET HANGER ft, 113 #2 C2 PIPE MATERIALS OFFSE-HANGER ALL M AMC nT7M ARE BLAZDJASTM CPVC WOOD TRUSS OR SEW %W=SCREV1rE), 3 C CONTRACT INFORMATION WOW TRUSS OR EEAM MW lie me=* WORK UWIER THIS CONTRACT CONSISTS OF 1W FOLLOWNO ...... Mlit DESIGN AND INSTALL A WORKING SPRINKLER SYSTEM PER N.F.P A-130 2010 IEDITtON OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL -,DRAFT STOPPING SIIAU BEE PROYM BY THL OYM W ACCOROMCE METH THE LaC.2003 EL1'nCN ACTS Mrs 9006 -BATHROOMS LESS THAN 55 SQFT%-fAL BE 11`1 COMFM'CE WITH THE REOLNUENTS OF OF e.6 2 ALL BATHROOMS ARE NONCOMBUSTIBLE SIM ROOK VATH A 30 MN.THVWAL BARRIER -CLOTS LESS THAN 24 SO.F7 SHAA BE IrI COMPLIANCE IMT�TK RECUREMENTS OF WPA-IM Be.1 tic a ID RMY PRWM CLOSETS ARE MISTRMTED OF NONCOhfSUSTTBLE 94EET ROCK WTh A 30 MIN.TKRMAL HAMER 2'M,saws BITER SM LUE_j -EXTBW SALCON!M SPRWLER PROTECTION IS PROMOM ON ALL HAI COMES AND PATIOS OF OVOING SITE PLAN 1,01 1=20 10 THE On 111'==VMEL24r=K DW 7X MM FW WITOLE WN 19-VAN(SPY UNITS IN ACCORDANCE WTH THE IBC 2003 EDITION.SECTM 9M.121. F VK WE FICS SM VW RM9 W11 a 11 TEV/MW WVT om W WE 111111 N.r.S. W K-IN -ATTICS AW NOT USED FOR STORAGE AND DO NO-.CONTA*Any rUEL FM FOWPMDr. t:) wkIV1WE M-,/ Ile 111 T GM 'A #A 111, tr wuv kw'w om mum vtw W wom MW Top X'U CL r 'NOTES TO THE OWNER "I PER NFPA -------- 0 6.9'MAJNTENANCE 6.9.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM N%HEE)-- ANC SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION. BASEMENT 6.9-2 SPRINKLER SYSTEMS SHALL BE INSPECTED.TESTED,AND MAINTAINED IN ACCORDANCE r M VM'9=TW MI QKCK KIEW MWaY WITH NFPA 25.STANDARD FOR THE INSPECTION TESTING,AND MAINTENANCE OF 15-3 90M&ITORY VW rde ON*A WO WW SWOES WATER43ASED FIRE PROTECTION SYSTEMS. 8-6 X') BASEMENT FLOOR A6.9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE U .. -n ELEV 0-0' OWNER OR MANAGER,WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION Nt, FOR FURTHER INFORMATION SEE NFPA 25,STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE r OF WATER-BASED FIRE PROTECTION SYSTEMS E 64 3 ADomoNALLY -1_U 37 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO PREVENT THE WET SYSTEM FROM FREEZING. RA I-10 SPRINKLER S YS TEM RISER DETAIL 2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN THE SYSTEM. __...... ------ t 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY t- I 0 4 WE=M 10A!0 SE 8 0 4 STAIR M r 't-,- --_;i ELEC cc .11 I_1W - \__?'V0FR=W FK SO=IM LM tF 76 i 7-3h T ----------- 2'CGNTRO_VALVE AND All JNDERGROUND HPING an F=tffA1 HOMM zm�. IS BY OTHERS. MACK FIRE PROTEIN'S CONW F UNFINISHED x-5. L 2.FFE SM DO RIPPLY LIE 0191 W F1.0 BEGINS AT 2°FIREE SERVICE WATER LINE LFF RG(X MASTER MASTER JNtAi_AVAItC THE BASEMENT UTIL BATH BEDROOM fLAS Of4 GRADE UNEXCAVATED ;FW * H SECOND FLOOR .......... ELEV EC,1E W ',E \Ij J�, I'ZM VWI1'=MV'D=OUK MIM&%WZY III Sam 011TOR,%Y3 1&]1220 A NUR 10M S900 WE FMVk MUAM Ft. (IT 9"am r Or=&=um*nr=a umm VQW W W=A Imm,MM Mo. ow i _j I BW IME mm WF 1110i'm LIVING KITCHEN iK M 11VW.O%%0 NWR=E I-?EST/MM V91k NOV 19 2020 -3 ROOM 0 FIRST FLOOR Lj oil -P ....... ......... OOK -6'ELEV. 9' VILLAGE OF RYE A —j --ff"IEN BOLDIN G DF-PAI 1171 0 .57 /75 ... ., . FINISI-ED ERMIT Lj WALK-IN BASEMENT CL -2. Z S7 %Z B L BASEMENT FLOOR UNIT m- 0 V ATE APPRO <)IF NEW EN,p,, W BA SEMEN T FL 0 OR FIRE PRO TEC r/O/V PLAN BUILDING SECTION"A -A LU C1 . UILDING INSPECT&jffi age of Rye Black,NY SCALE.-114"m IV" SCAIE.-114"=1`V" SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION 1.All pipe locations are to be field measured prior to fabrication Whether or not indicated an the drawings,the following items are to be provided SYMBOL OeSCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN - -I and installation by the sprinkler contractor Head Cabnet spare heads and head wrench per NFPA 13 4Y=URER%Nx 0-7 PROJECT:KINGFIELD DEVELOPMENT 2.All dimensions stxm)are end to end Provibtuns fur flushing coarydclitons and draining of at!pipe ........ ...... REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE TwOrm, CDNMCT#:0000 3.High temperature heads are to be field installed where required Inspector's test connection shall be provided for each system CITY:RYE BROOK STATE:NYZIP.10573 L [1--i VAi;biF&6W** 4.All pipes and hangers are to be installed per NFPA 13 -Hydraulic rdenbfication plates NFPA 13 required signs (6-01, EiVfl*1AV1tFWHEDFUXF. 0-12 CLIENT:THE WARJAM GROUP PHONE:1914)761.250 0 LL. 5.Gridded wet systems Shall provide a relief valve per NFPA 13 (TOS 20-0) UVAIKHOI`T3QOFSM CONSTRUcTioN;WOOD LTD. F I P,E P R 0 T E C T I E■3 N fr-- Cong�j. C BOB W KI"N %p CL 6.All new piping Is to be hydrostatically tested at not less than 200psi It Is thGo bulding owners responsibility to provide adequate heat for all areas In theffia'AOIL fRW ADDRESS:S INTERNATIONAL DRIVE-SU ITE 114 0 bu Iding protected by a wet type sprinkler system and for all water filled supply p1pe valves CcCuPAmcVNFPA 130 for 2 hours or at 50psi in excess of the maximum 1wessure CITY;RYE BROOK STATE;NY ZIP:10573 PFErWV < !%aWV&E1FtF 'MMPQ;,--H=WALMV.L SMK(k'TOT. IRMO 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 when the maximum pressure to be maintained is in excess of 150psi and system nsers to dry type systems. SYSTEM TYPE:WET 7.A quick opening device is rewired when dry system volume exceeds Air pressure shall be maintained on all dry type system by an approved automatic air DATE:03/2712017 FIRE SPRINKLER CONTRACTOR CONTACT P:860-632.8053 F:860-632-8054 500 gallons per NFPA 13 compressor or plant air system specifically approved for and capable of autornattaalty W�TfCoVrRESIWHAL WWWMACKFIREXOM CL 8 NFPA 130 apply as requiwed maintaining the requires air pressure NEGRVIOCOURSIGS&RT02 PORT CHESTER DESIGNER:CHRIS JUDD PHONE:(860)398-5024 I I I Er--2 1 111 01 PnimAictxwrdGTAGs TOTAL TM6 SmEF.T:,19 TOTAL THIS Jag: 54. AHJ'FIRE MARSHAL E-MAIL.CHR1S@MAr.KFIRE.COM LICENSES: CT:171-40291 MA:SC-120494 RI:000347 U. KI N F1 V RM N 2. MULBERRY COURT UNIT B RYE BROOKS NYw HYDRAULIC DESIGN CALC AREA W2 FnW FLOOR VJTCHEN HYDRAULIC DESIGN CRITERIA Density SpoChg VARIES K Factor 4.9 t WD.DECK OR Hosc Allowance - BLUESTONE PAVER This System is Designee to Discharge at a Rate of-.&§-GPM per sq ft 1 of Floor Arec Ow a Remote Area of , 2 Sprinklers when Supplied with Water ! at the Rote of 26.3 G=N at 33 PSI at the FP 2SDM MM T 4Ar A&Wk W IM-Um"n M W CH we IR QUM CMF=r TIC ND=ty"M- MW)a MOD EKH MW FK 00 9=8 WX W OE �BLAZDRW CPC PJSK 9RNW PR 'A -41 nEr FEU Q&LM 5D FA 111A!FICY TIC Rn 00 a"WMA Ma 191II'ma 0-0 FA Ld ZICL r 31 S3 wam CEUC 11191M 7ER 44- RUN PFE AM K SSE(F NE Wro Id "Psy ow OT 7K W TM I IYDRAUUC DESIGN '-KITCHEN N CALCARE4,61 SECOND FLOOR I;n MASTER ROOM 0 r-t T fy If COIX FRW HYDRAULIC DESIGN CRITERIA M BATH TW WASTER BIEDkOOM r—y�_� ___—.—____ _._._ _.__.`_I',' ! _______ __.__.___._"._�_.g __. Q o. Lj cm we can Vol MASTER 0 raum COOMME 9WIM BEDROOM Density Spocino VARIES 05 01 K rocto! 4.9 Hose Allowance 4NI ?X i's T-1 S4 INSULATIONDETAIL FORALL SPRINKLER This System is Designed to Discharge _sN(90) =0 no A at a Rate of .015 GPM per sq ft A of Floor Area Over a Remote Area of 2M kem V IN OR A DJA CENT TO UNHEA TED SPACES N 2 Spriinklers when Supplied with Water at the Rate of 26 3".at 39.6 PSI at the FP Dmvja WM V nj, X P'AKT S-i CD 2-X -4 1AE -I SLOPED LA NDRY I _— — I (ZS Do -6 CLIG. <----- 'MLqUAM RE So%M tK an no sm X BMW na(IN mm� HYDRAULIC DESIGN 5T I I CALC AREA 40? !KIN STAIR CN --R0-GiMr— STAIR 1 07. Ile f am 101111 1M 011113k um SIM FIRM FLOOR WA TIFE SM RN 2"P CM) GARAGE Y 1 2-7% HYDRALIUC DESIGN CRITERIA LA ........ 2'111MCMIX Frr RM tW LK if HALL WM ooze W ITC" Density .05 4, ML Spacing VARIES 4.9 SJ L K Factor--- 0 BATH eo, Ar a i System Designedc Discharge Ta up TRW. I 9nia-1 L at a Rote of .05 GPM per so ft Q I %0 1. Ij • of Floor Area Over a Remote Area 0-8 a of 2 Sprinklers when Supplied with r at the Rate of 30.3 GPM at 39.7 PSi 4� (F-D FOYER 132 1 1 .-9 - at the FP MOM W 7 902 -P L 10- 4'. COM CWWCR TO AEONA11Y INSU 12'Do DQ%M 110 MIS C 16'O.0 F?MtG IKI 181,11 THE GAW-TO OWE THAT THE BEDROOM 03 SWUR FIK M 0 Mrn UP r-I DEN IA LAW BEDRO OM 42 SECOND FLOOR 11 0 ELEV. 19-8" io I �w PEWN SPRMEP 5LOPE. OpEf, CLC i E CLO !A NIM RoOdli v7711.77711177771-7771-17 E-1 11r OU[NNW FLOOR TM a IV ot RM kL FFES NNE THE CAW,UXIKS AS 10 N TMI 15 FUMBLE TO kO RR NWM)0 OF RM91M FIRST FLOOR ELEV. 1(7-7 GARAGE UNIT'Ff. UNIT_11VI to, Unfinished NOTE: ALL SONALL SPRINKLERSL=TM AT 0'-7'BELOW THE ON III SECOND FLOOR SHALL BE CE[UNG C00M S!A S2 FIRST FL OOR FIRE PRO MC TION PLAN GA RA GE SECTION SECOND FLOOR FIRE PROTECTION TION PLAN N SCAI.E.•114"=IV" N.Ts. SCAI.E.-114"=IV" 72" ASOFEsS% SYMBOL LEGEND SPRINKLER HEAD LEGEND 1 All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings.the follcming Items 2m to be provided: SYMBOL DESCRIPTIDN SYMROL DESCRIPTION DRAWING TITLE:FIRST At SECOND FLOOR FIRE PROTECTION PLAN JOS INFORMATION and installation by the sprinkler contractor. Head Cabinet,spare heads and head wrench per NFPA 13 PROJECT:KINanELD DEVELOPMENT 2.All dimensions shown are:end to end Provisions for flushing connections and draining of all pipe M3U REFVmU r-V*T F&�VWWR8WTkMXXXEA9 REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 3.High temperature heads are to be field installed where required. -Inspetctor's test connection shall be provIcad for each system IMAZINE000POFFIR CONMACTO;0000 CITY:RYE BROOK STATE:NY ZIP:10573 4.All pipes and hangers are to be Installed per NFPA 13. -Hydraulic identification plates NFPA 13 required signs FJOM ELWSW CLIENT.THE WARJAM GROUP L& 5.Gridded wet systems shall provide a relief valve per NFPA 13. CM 20-01 1 ELRAMN C-TOF OF STE% CONSTRUCTION:W0130 PHONE: 761-2500 i LTD. FIRE PROTECTION r� T-3;22�1 1 L AN11 I LI a lm,-am Q31) I CE016119W -12 FaM"'I FES t1*ff3=P0ZI2WAj9M0L9R*1R tTTT.I(=4 4�@IM MGM six SWMI 0 6.Alt new piping is to be hydrostatically tested at not less then 200psi It is the building owners responsibility to provide adequate heat for all areas in the CMFMGDMIE21WM ADDRESS:5 INTERNATIONAL DRIVE-SUITE 114 for 2 hours,or at 50psi in excess of the maximum pressure, building protected by a wet type sprinkler system arid for all water Q led supply pipe valves OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:113573 when that maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems. RE IS LP -.7T-7 SYSTEM TYPE:WET 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 LN 7.A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air PPETMIA"; -- I DATE:03/2712017 FIRE SPRINKLER CONTRACTOR CONTACT ':860.632-8053 F:860.632-8054 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically -------- IL 6 NFPA 13D apply as required maintaining the raquired air pressure PORT CHESTER DESIGNER.CHRIS JUDD PHONE:1860)398.5024 WWW.MACKFIRE.COM 0.!§e-3 pp.:GXM cotor,90 sari Fram AN"'FIRE MARSHAL E-MAIL-CHRI9@MAGYFIRE.rom LICENSES: CT:FI-40291 MA:SC-120494 111:000347 LJL. ®#01 1 WEMNINOW'ELTMIAM I TOTAL TKm S"um-3 5 1 TOTAL Tms JOB:-54 FIELDWORK COMPLETED: November 14, 2022 FILED MAP REF • Subdivision Map of "Kingfield" F.M. No. 29210 sled August 30, 2018 Subject Lot: 109 Known as 2 Mulberry Court Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.73 105 Legend Frame Building AC— Air Conditioning Unit `""i �+�"f +d ©— Sewer Cleanout J CRW— Concrete Retaining Wall Utility ._w��. 0 — Curb Stop Water Service S68'23'24'E Shed 89.00 r �' ® El ec tric Box �__.�._ �.._ W ®- Electric Manhole w �1__��.��w_ L - Gas Valve 0 w� c� -T w►�,.,v� 3 - Li h t Pole w o CD 9 m— Telecommunication Box N N N ®— Transformer Pad O— Water Valve o 01 01 01 � w O Ooff idi ��..._i. _.I.o f Frome BulngArea= ,w_.L 4v628 S Ft. :.� --� �- W7- Cn 01 01 Walk --co �.... ._�_.. N " G .� .� ._s.� To dote, no Title Report or Abstract of Title has ID1Fn been provided. This survey is subject to a N NCB C-2-1 B current, up to date Title Report. z utility ShedV) I i_z APR 1020231 Property corner monuments were not placed as , port of this survey. -� N68 23 24 W •• 89.00 y Common Area 1 VILLAGE OF RYE BROOK � � •� " � BUILDING VO DEPARTMENT map may not be used in connection with a NOT BUILDING LOTS _�. � "Survey Affidavit" or similar document, statement or mechanism to obtain title insurance for any Easement Line subsequent or future grantees. A a Built Survey Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is 2 Mulberry Court a violation of Section 7209, sub-division 2, of the New York State Education Law. Unit According to NYSAPLS policy adopted January 23, Pyre p�I�d fOr 1993, the alteration of survey mops by anyone other than the original preparer is misleading, mesy Inc. confusing and not in the general welfare and O F NunHo benefit of the public. Licensed Land Surveyors r�� BEY o� S&Mto k? MW shall not alter surveys plans., or co �� '0 O maps, survey y P � � s � survey plats prepared by others. � -� � To wn of Rye � �; - • � Westchester County,IV S T GRAPHIC SCALE ENGINEERING, SURVEYING 8c New York 49 �� LANDSCAPE ARCHITECTURE, P.C. 0f 20' 40' Sdale 1' 20' DBtw Abvembw 17, 21022 t A N 1) 3 Garrett Place • Carmel, New York 10512 JEFFRE Y B. D eROSA, L S Phone (845) 225—9690 • Fax (845) 225—9717 New York State License No. 050749 www.Inslte—eng.com Q 2022 /n si t e Engineering, Surveying & L on dscop e Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Mops/Lot 109.d wg